Fib model code for concrete structures 2010
3.5.2 Quality management; 3.5.2.1 General; 3.5.2.2 Project quality plan; 3.5.2.3 Life cycle file; 3.5.3 Quality management in design; 3.5.3.1 Objectives; 3.5.3.2 Design file; 3.5.3.3 Briefing phase; 3.5.3.4 Scouting phase; 3.5.3.5 Basis of design phase; 3.5.3.6 Project specification phase; 3.5.3.7 F...
Ausführliche Beschreibung
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| Format: |
E-Book |
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| Sprache: |
Englisch |
| Erschienen: |
Lausanne: Ernst & Sohn ; 2013 © 2013 |
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| Schlagwörter: | |
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| Schlagwörter: | |
| Formangabe: |
Electronic books Richtlinie |
| Systematik: |
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| Anmerkung: |
5.1.4 Compressive strength Includes index |
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| Umfang: |
1 Online-Ressource (xxxiii, 436 Seiten) ; Illustrationen |
| Weitere Ausgabe: |
Erscheint auch als Druck-Ausgabe: fib model code for concrete structures 2010 - Berlin : Ernst & Sohn, 2013 |
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| Links: | |
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| ISBN: |
978-3-433-60409-0 1-299-96632-2 3-433-60408-8 3-433-03061-8 978-1-299-96632-1 978-3-433-60408-3 978-3-433-03061-5 |
| DOI / URN: |
10.1002/9783433604090 |
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| Katalog-ID: |
1679584936 |
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| 245 | 1 | 0 | |a Fib model code for concrete structures 2010 |c International Federation for Structural Concrete (fib) |
| 264 | 1 | |a Lausanne |b Ernst & Sohn |c [2013] | |
| 264 | 4 | |c © 2013 | |
| 300 | |a 1 Online-Ressource (xxxiii, 436 Seiten) |b Illustrationen | ||
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| 338 | |a Online-Ressource |b cr |2 rdacarrier | ||
| 500 | |a 5.1.4 Compressive strength | ||
| 500 | |a Includes index | ||
| 520 | |a 3.5.2 Quality management; 3.5.2.1 General; 3.5.2.2 Project quality plan; 3.5.2.3 Life cycle file; 3.5.3 Quality management in design; 3.5.3.1 Objectives; 3.5.3.2 Design file; 3.5.3.3 Briefing phase; 3.5.3.4 Scouting phase; 3.5.3.5 Basis of design phase; 3.5.3.6 Project specification phase; 3.5.3.7 Final design phase; 3.5.3.8 Detailed design phase; 3.5.4 Quality management in construction; 3.5.4.1 Objectives; 3.5.4.2 As-built documentation (birth certificate document); 3.5.5 Quality management in conservation; 3.5.5.1 Objectives; 3.5.5.2 Service life file. | ||
| 520 | |a 3.3.1 Performance criteria for serviceability and structural safety; 3.3.1.1 Serviceability limit states; 3.3.1.2 Ultimate limit states; 3.3.1.3 Robustness; 3.3.2 Service life; 3.3.2.1 Specified service life and residual service life; 3.3.2.2 Verification of service life; 3.3.3 Reliability; 3.3.3.1 Target reliability level; 3.3.3.2 Component reliability and system reliability; 3.4 Performance requirements for sustainability; 3.4.1 General; 3.4.2 Performance requirements for environmental impact; 3.4.3 Performance requirements for impact on society; 3.5 Life cycle management; 3.5.1 General. | ||
| 520 | |a 3.5.6 Quality management in dismantlement; 3.5.6.1 Objectives; 3.5.6.2 Dismantlement document; 4 Principles of structural design; 4.1 Design situations; 4.2 Design strategies; 4.3 Design methods; 4.3.1 Limit state design principles; 4.3.2 Safety formats; 4.4 Probabilistic safety format; 4.4.1 General; 4.4.2 Basic rules for probabilistic approach; 4.5 Partial factor format; 4.5.1 General; 4.5.1.1 Basic variables; 4.5.1.2 Design condition; 4.5.1.3 Design values of basic variables; 4.5.1.4 Representative values of basic variables; 4.5.2 Basic rules for partial factor approach; 4.5.2.1 General. | ||
| 520 | |a 4.5.2.2 Ultimate limit states; 4.5.2.3 Fatigue verification; 4.5.2.4 Verification of structures subjected to impact and explosion; 4.5.2.5 Serviceability limit states; 4.6 Global resistance format; 4.6.1 General; 4.6.2 Basic rules for global resistance approach; 4.6.2.1 Representative variables; 4.6.2.2 Design condition; 4.7 Deemed-to-satisfy approach; 4.7.1 General; 4.7.2 Durability related exposure categories; 4.8 Design by avoidance; 5 Materials; 5.1 Concrete; 5.1.1 General and range of applicability; 5.1.2 Classification by strength; 5.1.3 Classification by density. | ||
| 520 | |a Cover; Title Page; Contents; Contributors; Notations; Acronyms; Preface; 1 Scope; 1.1 Aim of the fib Model Code 2010; 1.2 Format; 1.3 Levels of approximation; 1.4 Structure of the fib Model Code 2010; 2 Terminology; 2.1 Definitions; 2.2 References; 3 Basic principles; 3.1 General; 3.1.1 Levels of performance; 3.1.2 Levels-of-approximation approach; 3.2 Performance-based design and assessment; 3.2.1 General approach; 3.2.2 Basis for verification; 3.3 Performance requirements for serviceability, structural safety, service life and reliability. | ||
| 520 | |a The International Federation for Structural Concrete (fib) is a pre-normative organization. 'Pre-normative' implies pioneering work in codification. This work has now been realized with the fib Model Code 2010. The objectives of the fib Model Code 2010 are to serve as a basis for future codes for concrete structures, and present new developments with regard to concrete structures, structural materials and new ideas in order to achieve optimum behaviour. The fib Model Code 2010 is now the most comprehensive code on concrete structures, including their complete life cycle: con | ||
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| 650 | 4 | |a stress | |
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9783433604090 978-3-433-60409-0 1299966322 ebk 1-299-96632-2 3433604088 electronic bk. 3-433-60408-8 3433030618 3-433-03061-8 9781299966321 ebk 978-1-299-96632-1 9783433604083 electronic bk. 978-3-433-60408-3 9783433030615 978-3-433-03061-5 3433604096 3433604215 9783433030615 9783433604212 10.1002/9783433604090 doi (DE-627)1679584936 (DE-599)KEP026493918 (OCoLC)890026958 (WILEY)9783433604090 (EBP)026493918 DE-627 eng DE-627 rda eng XA-CH TA681 TEC 009020 bisacsh ZI 2270 rvk (DE-625)rvk/156351: 56.12 bkl 56.11 bkl Fib model code for concrete structures 2010 International Federation for Structural Concrete (fib) Lausanne Ernst & Sohn [2013] © 2013 1 Online-Ressource (xxxiii, 436 Seiten) Illustrationen Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier 5.1.4 Compressive strength Includes index 3.5.2 Quality management; 3.5.2.1 General; 3.5.2.2 Project quality plan; 3.5.2.3 Life cycle file; 3.5.3 Quality management in design; 3.5.3.1 Objectives; 3.5.3.2 Design file; 3.5.3.3 Briefing phase; 3.5.3.4 Scouting phase; 3.5.3.5 Basis of design phase; 3.5.3.6 Project specification phase; 3.5.3.7 Final design phase; 3.5.3.8 Detailed design phase; 3.5.4 Quality management in construction; 3.5.4.1 Objectives; 3.5.4.2 As-built documentation (birth certificate document); 3.5.5 Quality management in conservation; 3.5.5.1 Objectives; 3.5.5.2 Service life file. 3.3.1 Performance criteria for serviceability and structural safety; 3.3.1.1 Serviceability limit states; 3.3.1.2 Ultimate limit states; 3.3.1.3 Robustness; 3.3.2 Service life; 3.3.2.1 Specified service life and residual service life; 3.3.2.2 Verification of service life; 3.3.3 Reliability; 3.3.3.1 Target reliability level; 3.3.3.2 Component reliability and system reliability; 3.4 Performance requirements for sustainability; 3.4.1 General; 3.4.2 Performance requirements for environmental impact; 3.4.3 Performance requirements for impact on society; 3.5 Life cycle management; 3.5.1 General. 3.5.6 Quality management in dismantlement; 3.5.6.1 Objectives; 3.5.6.2 Dismantlement document; 4 Principles of structural design; 4.1 Design situations; 4.2 Design strategies; 4.3 Design methods; 4.3.1 Limit state design principles; 4.3.2 Safety formats; 4.4 Probabilistic safety format; 4.4.1 General; 4.4.2 Basic rules for probabilistic approach; 4.5 Partial factor format; 4.5.1 General; 4.5.1.1 Basic variables; 4.5.1.2 Design condition; 4.5.1.3 Design values of basic variables; 4.5.1.4 Representative values of basic variables; 4.5.2 Basic rules for partial factor approach; 4.5.2.1 General. 4.5.2.2 Ultimate limit states; 4.5.2.3 Fatigue verification; 4.5.2.4 Verification of structures subjected to impact and explosion; 4.5.2.5 Serviceability limit states; 4.6 Global resistance format; 4.6.1 General; 4.6.2 Basic rules for global resistance approach; 4.6.2.1 Representative variables; 4.6.2.2 Design condition; 4.7 Deemed-to-satisfy approach; 4.7.1 General; 4.7.2 Durability related exposure categories; 4.8 Design by avoidance; 5 Materials; 5.1 Concrete; 5.1.1 General and range of applicability; 5.1.2 Classification by strength; 5.1.3 Classification by density. Cover; Title Page; Contents; Contributors; Notations; Acronyms; Preface; 1 Scope; 1.1 Aim of the fib Model Code 2010; 1.2 Format; 1.3 Levels of approximation; 1.4 Structure of the fib Model Code 2010; 2 Terminology; 2.1 Definitions; 2.2 References; 3 Basic principles; 3.1 General; 3.1.1 Levels of performance; 3.1.2 Levels-of-approximation approach; 3.2 Performance-based design and assessment; 3.2.1 General approach; 3.2.2 Basis for verification; 3.3 Performance requirements for serviceability, structural safety, service life and reliability. The International Federation for Structural Concrete (fib) is a pre-normative organization. 'Pre-normative' implies pioneering work in codification. This work has now been realized with the fib Model Code 2010. The objectives of the fib Model Code 2010 are to serve as a basis for future codes for concrete structures, and present new developments with regard to concrete structures, structural materials and new ideas in order to achieve optimum behaviour. The fib Model Code 2010 is now the most comprehensive code on concrete structures, including their complete life cycle: con Concrete Cracking Concrete construction Strains and stresses TECHNOLOGY & ENGINEERING ; Civil ; General Concrete construction Concrete ; Cracking Strains and stresses stress Béton - Fissuration Construction en béton Contraintes (Mécanique) strain Electronic books Richtlinie (DE-588)4137814-3 (DE-627)10564725X (DE-576)209680792 gnd-content s (DE-588)4006115-2 (DE-627)106378430 (DE-576)208864458 Betonbau gnd s (DE-588)4144990-3 (DE-627)104359102 (DE-576)209738146 Betonkonstruktion gnd DE-101 s (DE-588)4056842-8 (DE-627)106153528 (DE-576)209119217 Stahlbetonbau gnd s (DE-588)4137814-3 (DE-627)10564725X (DE-576)209680792 Richtlinie gnd (DE-627) Fédération internationale du béton oth 9783433030615 Erscheint auch als Druck-Ausgabe fib model code for concrete structures 2010 Berlin : Ernst & Sohn, 2013 XXXI, 402 S (DE-627)746499558 (DE-576)395114713 9783433030615 https://doi.org/10.1002/9783433604090 X:WILEY Resolving-System lizenzpflichtig Volltext https://onlinelibrary.wiley.com/doi/book/10.1002/9783433604090 X:WILEY Verlag lizenzpflichtig Volltext BSZ-35-Auswahl-Sachsen 2023 ZDB-35-UBC ZDB-35-WIC GBV_ILN_23 ISIL_DE-830 SYSFLAG_1 GBV_KXP GBV_ILN_62 ISIL_DE-28 GBV_ILN_120 ISIL_DE-715 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_736 GBV_ILN_2001 ISIL_DE-21 GBV_ILN_2006 ISIL_DE-14 GBV_ILN_2010 ISIL_DE-15 GBV_ILN_2020 ISIL_DE-Ch1 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2045 ISIL_DE-Mit1 GBV_ILN_2048 ISIL_DE-Zwi2 GBV_ILN_2050 ISIL_DE-Zi4 GBV_ILN_2057 ISIL_DE-L189 GBV_ILN_2061 ISIL_DE-520 GBV_ILN_2111 ISIL_DE-944 ZI 2270 Baunormung, Richtlinien Technik Bauingenieurwesen Nachschlagewerke Baunormung, Richtlinien (DE-627)1271473356 (DE-625)rvk/156351: (DE-576)201473356 56.12 Betonbau SEPA (DE-627)106410237 56.11 Baukonstruktion SEPA (DE-627)106420992 BO 045F 624.1 23 01 0830 1625685025 olr-wiley1 i z 16-07-16 62 01 0028 3528474416 OLR-Wiley-EBS Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. Temporär im Bestand der UB Rostock z 25-10-19 120 01 0715 3528281634 Campusweiter Zugriff (Universität Oldenburg). - Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. z 25-10-19 120 02 0715 3742798081 00 --%%-- --%%-- g --%%-- alma z 26-08-20 370 01 4370 3530892998 olr-ebook wiley Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. i z 12-11-19 736 01 4736 420249248X WileyKaufSachsen Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt zeg 26-10-22 2001 01 DE-21 3526707820 00 --%%-- --%%-- --%%-- n l01 24-10-19 2006 01 DE-14 398237832X 00 --%%-- --%%-- --%%-- --%%-- l01 30-09-21 2010 01 DE-15 4460821354 00 --%%-- --%%-- --%%-- n Elektronischer Volltext - Campuslizenz l01 18-01-24 2020 01 DE-Ch1 4047051675 00 --%%-- --%%-- --%%-- n Campuslizenz l01 28-01-22 2027 01 DE-105 4477805195 00 --%%-- --%%-- --%%-- n Campuslizenz l01 06-02-24 2045 01 DE-Mit1 4231212163 00 --%%-- --%%-- --%%-- n Volltext - Campuslizenz l01 19-01-24 2048 01 DE-Zwi2 4462579364 00 --%%-- E-Book Wiley --%%-- n Elektronischer Volltext - Campuslizenz l01 19-01-24 2050 01 DE-Zi4 4468491728 00 --%%-- --%%-- --%%-- n Zugriff im HSZG-Campusnetz. Zugriff von auβerhalb nur für HSZG-Angehörige möglich. l01 26-01-24 2057 01 DE-L189 368890558X 00 --%%-- --%%-- n --%%-- Campuslizenz l01 19-06-20 2061 01 DE-520 4460828464 00 --%%-- Kaufauswahl nach Wiley EBS 2023 --%%-- n eBook, Volltext im Campusnetz oder per VPN l01 18-01-24 2111 01 DE-944 3602483207 00 --%%-- eBook Wiley --%%-- n Elektronischer Volltext - Campuslizenz l01 03-03-20 23 01 0830 E-books (Wiley) http://dx.doi.org/10.1002/9783433604090 62 01 0028 https://doi.org/10.1002/9783433604090 120 01 0715 https://onlinelibrary.wiley.com/doi/book/10.1002/9783433604090 120 02 0715 http://49gbv-uob-primo.hosted.exlibrisgroup.com/openurl/49GBV_UOB/UOB_services_page?u.ignore_date_coverage=true&rft.mms_id=991015040609403501 370 01 4370 E-Book: Zugriff im HCU-Netz. Zugriff von außerhalb nur für HCU-Angehörige möglich https://doi.org/10.1002/9783433604090 736 01 4736 https://doi.org/10.1002/9783433604090 2001 01 DE-21 https://onlinelibrary.wiley.com/doi/book/10.1002/9783433604090 2006 01 DE-14 https://onlinelibrary.wiley.com/doi/book/10.1002/9783433604090 2010 01 DE-15 Online-Zugriff https://doi.org/10.1002/9783433604090 2020 01 DE-Ch1 https://onlinelibrary.wiley.com/doi/book/10.1002/9783433604090 2045 01 DE-Mit1 https://doi.org/10.1002/9783433604090 2048 01 DE-Zwi2 https://doi.org/10.1002/9783433604090 2050 01 DE-Zi4 https://doi.org/10.1002/9783433604090 2057 01 DE-L189 HTWK-Zugang https://onlinelibrary.wiley.com/doi/book/10.1002/9783433604090 2061 01 DE-520 https://doi.org/10.1002/9783433604090 2111 01 DE-944 https://onlinelibrary.wiley.com/doi/book/10.1002/9783433604090 2001 01 DE-21 00 s eBook-Wiley-UBCM-eBook-Collection-2018 2027 01 DE-105 00 s ebook 120 00 DE-715 99 ww 2111 01 DE-944 00 (DE-627)1353370437 e-Book 23 01 0830 2015-02865, 2015-02866, 2015-02867, 2015-02868, 2015-02869 23 01 0830 olr-wiley1 23 01 0830 olr-wiley2 23 01 0830 ACQ 62 01 0028 OLR-Wiley-EBS 120 02 0715 alma 370 01 4370 olr-ebook wiley 370 01 4370 ACQ 736 01 4736 WileyKaufSachsen 736 01 4736 ACQ 23 01 0830 2016.07.16 370 01 4370 2019.11.12 |
| spelling |
9783433604090 978-3-433-60409-0 1299966322 ebk 1-299-96632-2 3433604088 electronic bk. 3-433-60408-8 3433030618 3-433-03061-8 9781299966321 ebk 978-1-299-96632-1 9783433604083 electronic bk. 978-3-433-60408-3 9783433030615 978-3-433-03061-5 3433604096 3433604215 9783433030615 9783433604212 10.1002/9783433604090 doi (DE-627)1679584936 (DE-599)KEP026493918 (OCoLC)890026958 (WILEY)9783433604090 (EBP)026493918 DE-627 eng DE-627 rda eng XA-CH TA681 TEC 009020 bisacsh ZI 2270 rvk (DE-625)rvk/156351: 56.12 bkl 56.11 bkl Fib model code for concrete structures 2010 International Federation for Structural Concrete (fib) Lausanne Ernst & Sohn [2013] © 2013 1 Online-Ressource (xxxiii, 436 Seiten) Illustrationen Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier 5.1.4 Compressive strength Includes index 3.5.2 Quality management; 3.5.2.1 General; 3.5.2.2 Project quality plan; 3.5.2.3 Life cycle file; 3.5.3 Quality management in design; 3.5.3.1 Objectives; 3.5.3.2 Design file; 3.5.3.3 Briefing phase; 3.5.3.4 Scouting phase; 3.5.3.5 Basis of design phase; 3.5.3.6 Project specification phase; 3.5.3.7 Final design phase; 3.5.3.8 Detailed design phase; 3.5.4 Quality management in construction; 3.5.4.1 Objectives; 3.5.4.2 As-built documentation (birth certificate document); 3.5.5 Quality management in conservation; 3.5.5.1 Objectives; 3.5.5.2 Service life file. 3.3.1 Performance criteria for serviceability and structural safety; 3.3.1.1 Serviceability limit states; 3.3.1.2 Ultimate limit states; 3.3.1.3 Robustness; 3.3.2 Service life; 3.3.2.1 Specified service life and residual service life; 3.3.2.2 Verification of service life; 3.3.3 Reliability; 3.3.3.1 Target reliability level; 3.3.3.2 Component reliability and system reliability; 3.4 Performance requirements for sustainability; 3.4.1 General; 3.4.2 Performance requirements for environmental impact; 3.4.3 Performance requirements for impact on society; 3.5 Life cycle management; 3.5.1 General. 3.5.6 Quality management in dismantlement; 3.5.6.1 Objectives; 3.5.6.2 Dismantlement document; 4 Principles of structural design; 4.1 Design situations; 4.2 Design strategies; 4.3 Design methods; 4.3.1 Limit state design principles; 4.3.2 Safety formats; 4.4 Probabilistic safety format; 4.4.1 General; 4.4.2 Basic rules for probabilistic approach; 4.5 Partial factor format; 4.5.1 General; 4.5.1.1 Basic variables; 4.5.1.2 Design condition; 4.5.1.3 Design values of basic variables; 4.5.1.4 Representative values of basic variables; 4.5.2 Basic rules for partial factor approach; 4.5.2.1 General. 4.5.2.2 Ultimate limit states; 4.5.2.3 Fatigue verification; 4.5.2.4 Verification of structures subjected to impact and explosion; 4.5.2.5 Serviceability limit states; 4.6 Global resistance format; 4.6.1 General; 4.6.2 Basic rules for global resistance approach; 4.6.2.1 Representative variables; 4.6.2.2 Design condition; 4.7 Deemed-to-satisfy approach; 4.7.1 General; 4.7.2 Durability related exposure categories; 4.8 Design by avoidance; 5 Materials; 5.1 Concrete; 5.1.1 General and range of applicability; 5.1.2 Classification by strength; 5.1.3 Classification by density. Cover; Title Page; Contents; Contributors; Notations; Acronyms; Preface; 1 Scope; 1.1 Aim of the fib Model Code 2010; 1.2 Format; 1.3 Levels of approximation; 1.4 Structure of the fib Model Code 2010; 2 Terminology; 2.1 Definitions; 2.2 References; 3 Basic principles; 3.1 General; 3.1.1 Levels of performance; 3.1.2 Levels-of-approximation approach; 3.2 Performance-based design and assessment; 3.2.1 General approach; 3.2.2 Basis for verification; 3.3 Performance requirements for serviceability, structural safety, service life and reliability. The International Federation for Structural Concrete (fib) is a pre-normative organization. 'Pre-normative' implies pioneering work in codification. This work has now been realized with the fib Model Code 2010. The objectives of the fib Model Code 2010 are to serve as a basis for future codes for concrete structures, and present new developments with regard to concrete structures, structural materials and new ideas in order to achieve optimum behaviour. The fib Model Code 2010 is now the most comprehensive code on concrete structures, including their complete life cycle: con Concrete Cracking Concrete construction Strains and stresses TECHNOLOGY & ENGINEERING ; Civil ; General Concrete construction Concrete ; Cracking Strains and stresses stress Béton - Fissuration Construction en béton Contraintes (Mécanique) strain Electronic books Richtlinie (DE-588)4137814-3 (DE-627)10564725X (DE-576)209680792 gnd-content s (DE-588)4006115-2 (DE-627)106378430 (DE-576)208864458 Betonbau gnd s (DE-588)4144990-3 (DE-627)104359102 (DE-576)209738146 Betonkonstruktion gnd DE-101 s (DE-588)4056842-8 (DE-627)106153528 (DE-576)209119217 Stahlbetonbau gnd s (DE-588)4137814-3 (DE-627)10564725X (DE-576)209680792 Richtlinie gnd (DE-627) Fédération internationale du béton oth 9783433030615 Erscheint auch als Druck-Ausgabe fib model code for concrete structures 2010 Berlin : Ernst & Sohn, 2013 XXXI, 402 S (DE-627)746499558 (DE-576)395114713 9783433030615 https://doi.org/10.1002/9783433604090 X:WILEY Resolving-System lizenzpflichtig Volltext https://onlinelibrary.wiley.com/doi/book/10.1002/9783433604090 X:WILEY Verlag lizenzpflichtig Volltext BSZ-35-Auswahl-Sachsen 2023 ZDB-35-UBC ZDB-35-WIC GBV_ILN_23 ISIL_DE-830 SYSFLAG_1 GBV_KXP GBV_ILN_62 ISIL_DE-28 GBV_ILN_120 ISIL_DE-715 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_736 GBV_ILN_2001 ISIL_DE-21 GBV_ILN_2006 ISIL_DE-14 GBV_ILN_2010 ISIL_DE-15 GBV_ILN_2020 ISIL_DE-Ch1 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2045 ISIL_DE-Mit1 GBV_ILN_2048 ISIL_DE-Zwi2 GBV_ILN_2050 ISIL_DE-Zi4 GBV_ILN_2057 ISIL_DE-L189 GBV_ILN_2061 ISIL_DE-520 GBV_ILN_2111 ISIL_DE-944 ZI 2270 Baunormung, Richtlinien Technik Bauingenieurwesen Nachschlagewerke Baunormung, Richtlinien (DE-627)1271473356 (DE-625)rvk/156351: (DE-576)201473356 56.12 Betonbau SEPA (DE-627)106410237 56.11 Baukonstruktion SEPA (DE-627)106420992 BO 045F 624.1 23 01 0830 1625685025 olr-wiley1 i z 16-07-16 62 01 0028 3528474416 OLR-Wiley-EBS Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. Temporär im Bestand der UB Rostock z 25-10-19 120 01 0715 3528281634 Campusweiter Zugriff (Universität Oldenburg). - Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. z 25-10-19 120 02 0715 3742798081 00 --%%-- --%%-- g --%%-- alma z 26-08-20 370 01 4370 3530892998 olr-ebook wiley Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. i z 12-11-19 736 01 4736 420249248X WileyKaufSachsen Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt zeg 26-10-22 2001 01 DE-21 3526707820 00 --%%-- --%%-- --%%-- n l01 24-10-19 2006 01 DE-14 398237832X 00 --%%-- --%%-- --%%-- --%%-- l01 30-09-21 2010 01 DE-15 4460821354 00 --%%-- --%%-- --%%-- n Elektronischer Volltext - Campuslizenz l01 18-01-24 2020 01 DE-Ch1 4047051675 00 --%%-- --%%-- --%%-- n Campuslizenz l01 28-01-22 2027 01 DE-105 4477805195 00 --%%-- --%%-- --%%-- n Campuslizenz l01 06-02-24 2045 01 DE-Mit1 4231212163 00 --%%-- --%%-- --%%-- n Volltext - Campuslizenz l01 19-01-24 2048 01 DE-Zwi2 4462579364 00 --%%-- E-Book Wiley --%%-- n Elektronischer Volltext - Campuslizenz l01 19-01-24 2050 01 DE-Zi4 4468491728 00 --%%-- --%%-- --%%-- n Zugriff im HSZG-Campusnetz. Zugriff von auβerhalb nur für HSZG-Angehörige möglich. l01 26-01-24 2057 01 DE-L189 368890558X 00 --%%-- --%%-- n --%%-- Campuslizenz l01 19-06-20 2061 01 DE-520 4460828464 00 --%%-- Kaufauswahl nach Wiley EBS 2023 --%%-- n eBook, Volltext im Campusnetz oder per VPN l01 18-01-24 2111 01 DE-944 3602483207 00 --%%-- eBook Wiley --%%-- n Elektronischer Volltext - Campuslizenz l01 03-03-20 23 01 0830 E-books (Wiley) http://dx.doi.org/10.1002/9783433604090 62 01 0028 https://doi.org/10.1002/9783433604090 120 01 0715 https://onlinelibrary.wiley.com/doi/book/10.1002/9783433604090 120 02 0715 http://49gbv-uob-primo.hosted.exlibrisgroup.com/openurl/49GBV_UOB/UOB_services_page?u.ignore_date_coverage=true&rft.mms_id=991015040609403501 370 01 4370 E-Book: Zugriff im HCU-Netz. Zugriff von außerhalb nur für HCU-Angehörige möglich https://doi.org/10.1002/9783433604090 736 01 4736 https://doi.org/10.1002/9783433604090 2001 01 DE-21 https://onlinelibrary.wiley.com/doi/book/10.1002/9783433604090 2006 01 DE-14 https://onlinelibrary.wiley.com/doi/book/10.1002/9783433604090 2010 01 DE-15 Online-Zugriff https://doi.org/10.1002/9783433604090 2020 01 DE-Ch1 https://onlinelibrary.wiley.com/doi/book/10.1002/9783433604090 2045 01 DE-Mit1 https://doi.org/10.1002/9783433604090 2048 01 DE-Zwi2 https://doi.org/10.1002/9783433604090 2050 01 DE-Zi4 https://doi.org/10.1002/9783433604090 2057 01 DE-L189 HTWK-Zugang https://onlinelibrary.wiley.com/doi/book/10.1002/9783433604090 2061 01 DE-520 https://doi.org/10.1002/9783433604090 2111 01 DE-944 https://onlinelibrary.wiley.com/doi/book/10.1002/9783433604090 2001 01 DE-21 00 s eBook-Wiley-UBCM-eBook-Collection-2018 2027 01 DE-105 00 s ebook 120 00 DE-715 99 ww 2111 01 DE-944 00 (DE-627)1353370437 e-Book 23 01 0830 2015-02865, 2015-02866, 2015-02867, 2015-02868, 2015-02869 23 01 0830 olr-wiley1 23 01 0830 olr-wiley2 23 01 0830 ACQ 62 01 0028 OLR-Wiley-EBS 120 02 0715 alma 370 01 4370 olr-ebook wiley 370 01 4370 ACQ 736 01 4736 WileyKaufSachsen 736 01 4736 ACQ 23 01 0830 2016.07.16 370 01 4370 2019.11.12 |
| allfields_unstemmed |
9783433604090 978-3-433-60409-0 1299966322 ebk 1-299-96632-2 3433604088 electronic bk. 3-433-60408-8 3433030618 3-433-03061-8 9781299966321 ebk 978-1-299-96632-1 9783433604083 electronic bk. 978-3-433-60408-3 9783433030615 978-3-433-03061-5 3433604096 3433604215 9783433030615 9783433604212 10.1002/9783433604090 doi (DE-627)1679584936 (DE-599)KEP026493918 (OCoLC)890026958 (WILEY)9783433604090 (EBP)026493918 DE-627 eng DE-627 rda eng XA-CH TA681 TEC 009020 bisacsh ZI 2270 rvk (DE-625)rvk/156351: 56.12 bkl 56.11 bkl Fib model code for concrete structures 2010 International Federation for Structural Concrete (fib) Lausanne Ernst & Sohn [2013] © 2013 1 Online-Ressource (xxxiii, 436 Seiten) Illustrationen Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier 5.1.4 Compressive strength Includes index 3.5.2 Quality management; 3.5.2.1 General; 3.5.2.2 Project quality plan; 3.5.2.3 Life cycle file; 3.5.3 Quality management in design; 3.5.3.1 Objectives; 3.5.3.2 Design file; 3.5.3.3 Briefing phase; 3.5.3.4 Scouting phase; 3.5.3.5 Basis of design phase; 3.5.3.6 Project specification phase; 3.5.3.7 Final design phase; 3.5.3.8 Detailed design phase; 3.5.4 Quality management in construction; 3.5.4.1 Objectives; 3.5.4.2 As-built documentation (birth certificate document); 3.5.5 Quality management in conservation; 3.5.5.1 Objectives; 3.5.5.2 Service life file. 3.3.1 Performance criteria for serviceability and structural safety; 3.3.1.1 Serviceability limit states; 3.3.1.2 Ultimate limit states; 3.3.1.3 Robustness; 3.3.2 Service life; 3.3.2.1 Specified service life and residual service life; 3.3.2.2 Verification of service life; 3.3.3 Reliability; 3.3.3.1 Target reliability level; 3.3.3.2 Component reliability and system reliability; 3.4 Performance requirements for sustainability; 3.4.1 General; 3.4.2 Performance requirements for environmental impact; 3.4.3 Performance requirements for impact on society; 3.5 Life cycle management; 3.5.1 General. 3.5.6 Quality management in dismantlement; 3.5.6.1 Objectives; 3.5.6.2 Dismantlement document; 4 Principles of structural design; 4.1 Design situations; 4.2 Design strategies; 4.3 Design methods; 4.3.1 Limit state design principles; 4.3.2 Safety formats; 4.4 Probabilistic safety format; 4.4.1 General; 4.4.2 Basic rules for probabilistic approach; 4.5 Partial factor format; 4.5.1 General; 4.5.1.1 Basic variables; 4.5.1.2 Design condition; 4.5.1.3 Design values of basic variables; 4.5.1.4 Representative values of basic variables; 4.5.2 Basic rules for partial factor approach; 4.5.2.1 General. 4.5.2.2 Ultimate limit states; 4.5.2.3 Fatigue verification; 4.5.2.4 Verification of structures subjected to impact and explosion; 4.5.2.5 Serviceability limit states; 4.6 Global resistance format; 4.6.1 General; 4.6.2 Basic rules for global resistance approach; 4.6.2.1 Representative variables; 4.6.2.2 Design condition; 4.7 Deemed-to-satisfy approach; 4.7.1 General; 4.7.2 Durability related exposure categories; 4.8 Design by avoidance; 5 Materials; 5.1 Concrete; 5.1.1 General and range of applicability; 5.1.2 Classification by strength; 5.1.3 Classification by density. Cover; Title Page; Contents; Contributors; Notations; Acronyms; Preface; 1 Scope; 1.1 Aim of the fib Model Code 2010; 1.2 Format; 1.3 Levels of approximation; 1.4 Structure of the fib Model Code 2010; 2 Terminology; 2.1 Definitions; 2.2 References; 3 Basic principles; 3.1 General; 3.1.1 Levels of performance; 3.1.2 Levels-of-approximation approach; 3.2 Performance-based design and assessment; 3.2.1 General approach; 3.2.2 Basis for verification; 3.3 Performance requirements for serviceability, structural safety, service life and reliability. The International Federation for Structural Concrete (fib) is a pre-normative organization. 'Pre-normative' implies pioneering work in codification. This work has now been realized with the fib Model Code 2010. The objectives of the fib Model Code 2010 are to serve as a basis for future codes for concrete structures, and present new developments with regard to concrete structures, structural materials and new ideas in order to achieve optimum behaviour. The fib Model Code 2010 is now the most comprehensive code on concrete structures, including their complete life cycle: con Concrete Cracking Concrete construction Strains and stresses TECHNOLOGY & ENGINEERING ; Civil ; General Concrete construction Concrete ; Cracking Strains and stresses stress Béton - Fissuration Construction en béton Contraintes (Mécanique) strain Electronic books Richtlinie (DE-588)4137814-3 (DE-627)10564725X (DE-576)209680792 gnd-content s (DE-588)4006115-2 (DE-627)106378430 (DE-576)208864458 Betonbau gnd s (DE-588)4144990-3 (DE-627)104359102 (DE-576)209738146 Betonkonstruktion gnd DE-101 s (DE-588)4056842-8 (DE-627)106153528 (DE-576)209119217 Stahlbetonbau gnd s (DE-588)4137814-3 (DE-627)10564725X (DE-576)209680792 Richtlinie gnd (DE-627) Fédération internationale du béton oth 9783433030615 Erscheint auch als Druck-Ausgabe fib model code for concrete structures 2010 Berlin : Ernst & Sohn, 2013 XXXI, 402 S (DE-627)746499558 (DE-576)395114713 9783433030615 https://doi.org/10.1002/9783433604090 X:WILEY Resolving-System lizenzpflichtig Volltext https://onlinelibrary.wiley.com/doi/book/10.1002/9783433604090 X:WILEY Verlag lizenzpflichtig Volltext BSZ-35-Auswahl-Sachsen 2023 ZDB-35-UBC ZDB-35-WIC GBV_ILN_23 ISIL_DE-830 SYSFLAG_1 GBV_KXP GBV_ILN_62 ISIL_DE-28 GBV_ILN_120 ISIL_DE-715 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_736 GBV_ILN_2001 ISIL_DE-21 GBV_ILN_2006 ISIL_DE-14 GBV_ILN_2010 ISIL_DE-15 GBV_ILN_2020 ISIL_DE-Ch1 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2045 ISIL_DE-Mit1 GBV_ILN_2048 ISIL_DE-Zwi2 GBV_ILN_2050 ISIL_DE-Zi4 GBV_ILN_2057 ISIL_DE-L189 GBV_ILN_2061 ISIL_DE-520 GBV_ILN_2111 ISIL_DE-944 ZI 2270 Baunormung, Richtlinien Technik Bauingenieurwesen Nachschlagewerke Baunormung, Richtlinien (DE-627)1271473356 (DE-625)rvk/156351: (DE-576)201473356 56.12 Betonbau SEPA (DE-627)106410237 56.11 Baukonstruktion SEPA (DE-627)106420992 BO 045F 624.1 23 01 0830 1625685025 olr-wiley1 i z 16-07-16 62 01 0028 3528474416 OLR-Wiley-EBS Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. Temporär im Bestand der UB Rostock z 25-10-19 120 01 0715 3528281634 Campusweiter Zugriff (Universität Oldenburg). - Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. z 25-10-19 120 02 0715 3742798081 00 --%%-- --%%-- g --%%-- alma z 26-08-20 370 01 4370 3530892998 olr-ebook wiley Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. i z 12-11-19 736 01 4736 420249248X WileyKaufSachsen Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt zeg 26-10-22 2001 01 DE-21 3526707820 00 --%%-- --%%-- --%%-- n l01 24-10-19 2006 01 DE-14 398237832X 00 --%%-- --%%-- --%%-- --%%-- l01 30-09-21 2010 01 DE-15 4460821354 00 --%%-- --%%-- --%%-- n Elektronischer Volltext - Campuslizenz l01 18-01-24 2020 01 DE-Ch1 4047051675 00 --%%-- --%%-- --%%-- n Campuslizenz l01 28-01-22 2027 01 DE-105 4477805195 00 --%%-- --%%-- --%%-- n Campuslizenz l01 06-02-24 2045 01 DE-Mit1 4231212163 00 --%%-- --%%-- --%%-- n Volltext - Campuslizenz l01 19-01-24 2048 01 DE-Zwi2 4462579364 00 --%%-- E-Book Wiley --%%-- n Elektronischer Volltext - Campuslizenz l01 19-01-24 2050 01 DE-Zi4 4468491728 00 --%%-- --%%-- --%%-- n Zugriff im HSZG-Campusnetz. Zugriff von auβerhalb nur für HSZG-Angehörige möglich. l01 26-01-24 2057 01 DE-L189 368890558X 00 --%%-- --%%-- n --%%-- Campuslizenz l01 19-06-20 2061 01 DE-520 4460828464 00 --%%-- Kaufauswahl nach Wiley EBS 2023 --%%-- n eBook, Volltext im Campusnetz oder per VPN l01 18-01-24 2111 01 DE-944 3602483207 00 --%%-- eBook Wiley --%%-- n Elektronischer Volltext - Campuslizenz l01 03-03-20 23 01 0830 E-books (Wiley) http://dx.doi.org/10.1002/9783433604090 62 01 0028 https://doi.org/10.1002/9783433604090 120 01 0715 https://onlinelibrary.wiley.com/doi/book/10.1002/9783433604090 120 02 0715 http://49gbv-uob-primo.hosted.exlibrisgroup.com/openurl/49GBV_UOB/UOB_services_page?u.ignore_date_coverage=true&rft.mms_id=991015040609403501 370 01 4370 E-Book: Zugriff im HCU-Netz. Zugriff von außerhalb nur für HCU-Angehörige möglich https://doi.org/10.1002/9783433604090 736 01 4736 https://doi.org/10.1002/9783433604090 2001 01 DE-21 https://onlinelibrary.wiley.com/doi/book/10.1002/9783433604090 2006 01 DE-14 https://onlinelibrary.wiley.com/doi/book/10.1002/9783433604090 2010 01 DE-15 Online-Zugriff https://doi.org/10.1002/9783433604090 2020 01 DE-Ch1 https://onlinelibrary.wiley.com/doi/book/10.1002/9783433604090 2045 01 DE-Mit1 https://doi.org/10.1002/9783433604090 2048 01 DE-Zwi2 https://doi.org/10.1002/9783433604090 2050 01 DE-Zi4 https://doi.org/10.1002/9783433604090 2057 01 DE-L189 HTWK-Zugang https://onlinelibrary.wiley.com/doi/book/10.1002/9783433604090 2061 01 DE-520 https://doi.org/10.1002/9783433604090 2111 01 DE-944 https://onlinelibrary.wiley.com/doi/book/10.1002/9783433604090 2001 01 DE-21 00 s eBook-Wiley-UBCM-eBook-Collection-2018 2027 01 DE-105 00 s ebook 120 00 DE-715 99 ww 2111 01 DE-944 00 (DE-627)1353370437 e-Book 23 01 0830 2015-02865, 2015-02866, 2015-02867, 2015-02868, 2015-02869 23 01 0830 olr-wiley1 23 01 0830 olr-wiley2 23 01 0830 ACQ 62 01 0028 OLR-Wiley-EBS 120 02 0715 alma 370 01 4370 olr-ebook wiley 370 01 4370 ACQ 736 01 4736 WileyKaufSachsen 736 01 4736 ACQ 23 01 0830 2016.07.16 370 01 4370 2019.11.12 |
| allfieldsGer |
9783433604090 978-3-433-60409-0 1299966322 ebk 1-299-96632-2 3433604088 electronic bk. 3-433-60408-8 3433030618 3-433-03061-8 9781299966321 ebk 978-1-299-96632-1 9783433604083 electronic bk. 978-3-433-60408-3 9783433030615 978-3-433-03061-5 3433604096 3433604215 9783433030615 9783433604212 10.1002/9783433604090 doi (DE-627)1679584936 (DE-599)KEP026493918 (OCoLC)890026958 (WILEY)9783433604090 (EBP)026493918 DE-627 eng DE-627 rda eng XA-CH TA681 TEC 009020 bisacsh ZI 2270 rvk (DE-625)rvk/156351: 56.12 bkl 56.11 bkl Fib model code for concrete structures 2010 International Federation for Structural Concrete (fib) Lausanne Ernst & Sohn [2013] © 2013 1 Online-Ressource (xxxiii, 436 Seiten) Illustrationen Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier 5.1.4 Compressive strength Includes index 3.5.2 Quality management; 3.5.2.1 General; 3.5.2.2 Project quality plan; 3.5.2.3 Life cycle file; 3.5.3 Quality management in design; 3.5.3.1 Objectives; 3.5.3.2 Design file; 3.5.3.3 Briefing phase; 3.5.3.4 Scouting phase; 3.5.3.5 Basis of design phase; 3.5.3.6 Project specification phase; 3.5.3.7 Final design phase; 3.5.3.8 Detailed design phase; 3.5.4 Quality management in construction; 3.5.4.1 Objectives; 3.5.4.2 As-built documentation (birth certificate document); 3.5.5 Quality management in conservation; 3.5.5.1 Objectives; 3.5.5.2 Service life file. 3.3.1 Performance criteria for serviceability and structural safety; 3.3.1.1 Serviceability limit states; 3.3.1.2 Ultimate limit states; 3.3.1.3 Robustness; 3.3.2 Service life; 3.3.2.1 Specified service life and residual service life; 3.3.2.2 Verification of service life; 3.3.3 Reliability; 3.3.3.1 Target reliability level; 3.3.3.2 Component reliability and system reliability; 3.4 Performance requirements for sustainability; 3.4.1 General; 3.4.2 Performance requirements for environmental impact; 3.4.3 Performance requirements for impact on society; 3.5 Life cycle management; 3.5.1 General. 3.5.6 Quality management in dismantlement; 3.5.6.1 Objectives; 3.5.6.2 Dismantlement document; 4 Principles of structural design; 4.1 Design situations; 4.2 Design strategies; 4.3 Design methods; 4.3.1 Limit state design principles; 4.3.2 Safety formats; 4.4 Probabilistic safety format; 4.4.1 General; 4.4.2 Basic rules for probabilistic approach; 4.5 Partial factor format; 4.5.1 General; 4.5.1.1 Basic variables; 4.5.1.2 Design condition; 4.5.1.3 Design values of basic variables; 4.5.1.4 Representative values of basic variables; 4.5.2 Basic rules for partial factor approach; 4.5.2.1 General. 4.5.2.2 Ultimate limit states; 4.5.2.3 Fatigue verification; 4.5.2.4 Verification of structures subjected to impact and explosion; 4.5.2.5 Serviceability limit states; 4.6 Global resistance format; 4.6.1 General; 4.6.2 Basic rules for global resistance approach; 4.6.2.1 Representative variables; 4.6.2.2 Design condition; 4.7 Deemed-to-satisfy approach; 4.7.1 General; 4.7.2 Durability related exposure categories; 4.8 Design by avoidance; 5 Materials; 5.1 Concrete; 5.1.1 General and range of applicability; 5.1.2 Classification by strength; 5.1.3 Classification by density. Cover; Title Page; Contents; Contributors; Notations; Acronyms; Preface; 1 Scope; 1.1 Aim of the fib Model Code 2010; 1.2 Format; 1.3 Levels of approximation; 1.4 Structure of the fib Model Code 2010; 2 Terminology; 2.1 Definitions; 2.2 References; 3 Basic principles; 3.1 General; 3.1.1 Levels of performance; 3.1.2 Levels-of-approximation approach; 3.2 Performance-based design and assessment; 3.2.1 General approach; 3.2.2 Basis for verification; 3.3 Performance requirements for serviceability, structural safety, service life and reliability. The International Federation for Structural Concrete (fib) is a pre-normative organization. 'Pre-normative' implies pioneering work in codification. This work has now been realized with the fib Model Code 2010. The objectives of the fib Model Code 2010 are to serve as a basis for future codes for concrete structures, and present new developments with regard to concrete structures, structural materials and new ideas in order to achieve optimum behaviour. The fib Model Code 2010 is now the most comprehensive code on concrete structures, including their complete life cycle: con Concrete Cracking Concrete construction Strains and stresses TECHNOLOGY & ENGINEERING ; Civil ; General Concrete construction Concrete ; Cracking Strains and stresses stress Béton - Fissuration Construction en béton Contraintes (Mécanique) strain Electronic books Richtlinie (DE-588)4137814-3 (DE-627)10564725X (DE-576)209680792 gnd-content s (DE-588)4006115-2 (DE-627)106378430 (DE-576)208864458 Betonbau gnd s (DE-588)4144990-3 (DE-627)104359102 (DE-576)209738146 Betonkonstruktion gnd DE-101 s (DE-588)4056842-8 (DE-627)106153528 (DE-576)209119217 Stahlbetonbau gnd s (DE-588)4137814-3 (DE-627)10564725X (DE-576)209680792 Richtlinie gnd (DE-627) Fédération internationale du béton oth 9783433030615 Erscheint auch als Druck-Ausgabe fib model code for concrete structures 2010 Berlin : Ernst & Sohn, 2013 XXXI, 402 S (DE-627)746499558 (DE-576)395114713 9783433030615 https://doi.org/10.1002/9783433604090 X:WILEY Resolving-System lizenzpflichtig Volltext https://onlinelibrary.wiley.com/doi/book/10.1002/9783433604090 X:WILEY Verlag lizenzpflichtig Volltext BSZ-35-Auswahl-Sachsen 2023 ZDB-35-UBC ZDB-35-WIC GBV_ILN_23 ISIL_DE-830 SYSFLAG_1 GBV_KXP GBV_ILN_62 ISIL_DE-28 GBV_ILN_120 ISIL_DE-715 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_736 GBV_ILN_2001 ISIL_DE-21 GBV_ILN_2006 ISIL_DE-14 GBV_ILN_2010 ISIL_DE-15 GBV_ILN_2020 ISIL_DE-Ch1 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2045 ISIL_DE-Mit1 GBV_ILN_2048 ISIL_DE-Zwi2 GBV_ILN_2050 ISIL_DE-Zi4 GBV_ILN_2057 ISIL_DE-L189 GBV_ILN_2061 ISIL_DE-520 GBV_ILN_2111 ISIL_DE-944 ZI 2270 Baunormung, Richtlinien Technik Bauingenieurwesen Nachschlagewerke Baunormung, Richtlinien (DE-627)1271473356 (DE-625)rvk/156351: (DE-576)201473356 56.12 Betonbau SEPA (DE-627)106410237 56.11 Baukonstruktion SEPA (DE-627)106420992 BO 045F 624.1 23 01 0830 1625685025 olr-wiley1 i z 16-07-16 62 01 0028 3528474416 OLR-Wiley-EBS Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. Temporär im Bestand der UB Rostock z 25-10-19 120 01 0715 3528281634 Campusweiter Zugriff (Universität Oldenburg). - Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. z 25-10-19 120 02 0715 3742798081 00 --%%-- --%%-- g --%%-- alma z 26-08-20 370 01 4370 3530892998 olr-ebook wiley Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. i z 12-11-19 736 01 4736 420249248X WileyKaufSachsen Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt zeg 26-10-22 2001 01 DE-21 3526707820 00 --%%-- --%%-- --%%-- n l01 24-10-19 2006 01 DE-14 398237832X 00 --%%-- --%%-- --%%-- --%%-- l01 30-09-21 2010 01 DE-15 4460821354 00 --%%-- --%%-- --%%-- n Elektronischer Volltext - Campuslizenz l01 18-01-24 2020 01 DE-Ch1 4047051675 00 --%%-- --%%-- --%%-- n Campuslizenz l01 28-01-22 2027 01 DE-105 4477805195 00 --%%-- --%%-- --%%-- n Campuslizenz l01 06-02-24 2045 01 DE-Mit1 4231212163 00 --%%-- --%%-- --%%-- n Volltext - Campuslizenz l01 19-01-24 2048 01 DE-Zwi2 4462579364 00 --%%-- E-Book Wiley --%%-- n Elektronischer Volltext - Campuslizenz l01 19-01-24 2050 01 DE-Zi4 4468491728 00 --%%-- --%%-- --%%-- n Zugriff im HSZG-Campusnetz. Zugriff von auβerhalb nur für HSZG-Angehörige möglich. l01 26-01-24 2057 01 DE-L189 368890558X 00 --%%-- --%%-- n --%%-- Campuslizenz l01 19-06-20 2061 01 DE-520 4460828464 00 --%%-- Kaufauswahl nach Wiley EBS 2023 --%%-- n eBook, Volltext im Campusnetz oder per VPN l01 18-01-24 2111 01 DE-944 3602483207 00 --%%-- eBook Wiley --%%-- n Elektronischer Volltext - Campuslizenz l01 03-03-20 23 01 0830 E-books (Wiley) http://dx.doi.org/10.1002/9783433604090 62 01 0028 https://doi.org/10.1002/9783433604090 120 01 0715 https://onlinelibrary.wiley.com/doi/book/10.1002/9783433604090 120 02 0715 http://49gbv-uob-primo.hosted.exlibrisgroup.com/openurl/49GBV_UOB/UOB_services_page?u.ignore_date_coverage=true&rft.mms_id=991015040609403501 370 01 4370 E-Book: Zugriff im HCU-Netz. Zugriff von außerhalb nur für HCU-Angehörige möglich https://doi.org/10.1002/9783433604090 736 01 4736 https://doi.org/10.1002/9783433604090 2001 01 DE-21 https://onlinelibrary.wiley.com/doi/book/10.1002/9783433604090 2006 01 DE-14 https://onlinelibrary.wiley.com/doi/book/10.1002/9783433604090 2010 01 DE-15 Online-Zugriff https://doi.org/10.1002/9783433604090 2020 01 DE-Ch1 https://onlinelibrary.wiley.com/doi/book/10.1002/9783433604090 2045 01 DE-Mit1 https://doi.org/10.1002/9783433604090 2048 01 DE-Zwi2 https://doi.org/10.1002/9783433604090 2050 01 DE-Zi4 https://doi.org/10.1002/9783433604090 2057 01 DE-L189 HTWK-Zugang https://onlinelibrary.wiley.com/doi/book/10.1002/9783433604090 2061 01 DE-520 https://doi.org/10.1002/9783433604090 2111 01 DE-944 https://onlinelibrary.wiley.com/doi/book/10.1002/9783433604090 2001 01 DE-21 00 s eBook-Wiley-UBCM-eBook-Collection-2018 2027 01 DE-105 00 s ebook 120 00 DE-715 99 ww 2111 01 DE-944 00 (DE-627)1353370437 e-Book 23 01 0830 2015-02865, 2015-02866, 2015-02867, 2015-02868, 2015-02869 23 01 0830 olr-wiley1 23 01 0830 olr-wiley2 23 01 0830 ACQ 62 01 0028 OLR-Wiley-EBS 120 02 0715 alma 370 01 4370 olr-ebook wiley 370 01 4370 ACQ 736 01 4736 WileyKaufSachsen 736 01 4736 ACQ 23 01 0830 2016.07.16 370 01 4370 2019.11.12 |
| allfieldsSound |
9783433604090 978-3-433-60409-0 1299966322 ebk 1-299-96632-2 3433604088 electronic bk. 3-433-60408-8 3433030618 3-433-03061-8 9781299966321 ebk 978-1-299-96632-1 9783433604083 electronic bk. 978-3-433-60408-3 9783433030615 978-3-433-03061-5 3433604096 3433604215 9783433030615 9783433604212 10.1002/9783433604090 doi (DE-627)1679584936 (DE-599)KEP026493918 (OCoLC)890026958 (WILEY)9783433604090 (EBP)026493918 DE-627 eng DE-627 rda eng XA-CH TA681 TEC 009020 bisacsh ZI 2270 rvk (DE-625)rvk/156351: 56.12 bkl 56.11 bkl Fib model code for concrete structures 2010 International Federation for Structural Concrete (fib) Lausanne Ernst & Sohn [2013] © 2013 1 Online-Ressource (xxxiii, 436 Seiten) Illustrationen Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier 5.1.4 Compressive strength Includes index 3.5.2 Quality management; 3.5.2.1 General; 3.5.2.2 Project quality plan; 3.5.2.3 Life cycle file; 3.5.3 Quality management in design; 3.5.3.1 Objectives; 3.5.3.2 Design file; 3.5.3.3 Briefing phase; 3.5.3.4 Scouting phase; 3.5.3.5 Basis of design phase; 3.5.3.6 Project specification phase; 3.5.3.7 Final design phase; 3.5.3.8 Detailed design phase; 3.5.4 Quality management in construction; 3.5.4.1 Objectives; 3.5.4.2 As-built documentation (birth certificate document); 3.5.5 Quality management in conservation; 3.5.5.1 Objectives; 3.5.5.2 Service life file. 3.3.1 Performance criteria for serviceability and structural safety; 3.3.1.1 Serviceability limit states; 3.3.1.2 Ultimate limit states; 3.3.1.3 Robustness; 3.3.2 Service life; 3.3.2.1 Specified service life and residual service life; 3.3.2.2 Verification of service life; 3.3.3 Reliability; 3.3.3.1 Target reliability level; 3.3.3.2 Component reliability and system reliability; 3.4 Performance requirements for sustainability; 3.4.1 General; 3.4.2 Performance requirements for environmental impact; 3.4.3 Performance requirements for impact on society; 3.5 Life cycle management; 3.5.1 General. 3.5.6 Quality management in dismantlement; 3.5.6.1 Objectives; 3.5.6.2 Dismantlement document; 4 Principles of structural design; 4.1 Design situations; 4.2 Design strategies; 4.3 Design methods; 4.3.1 Limit state design principles; 4.3.2 Safety formats; 4.4 Probabilistic safety format; 4.4.1 General; 4.4.2 Basic rules for probabilistic approach; 4.5 Partial factor format; 4.5.1 General; 4.5.1.1 Basic variables; 4.5.1.2 Design condition; 4.5.1.3 Design values of basic variables; 4.5.1.4 Representative values of basic variables; 4.5.2 Basic rules for partial factor approach; 4.5.2.1 General. 4.5.2.2 Ultimate limit states; 4.5.2.3 Fatigue verification; 4.5.2.4 Verification of structures subjected to impact and explosion; 4.5.2.5 Serviceability limit states; 4.6 Global resistance format; 4.6.1 General; 4.6.2 Basic rules for global resistance approach; 4.6.2.1 Representative variables; 4.6.2.2 Design condition; 4.7 Deemed-to-satisfy approach; 4.7.1 General; 4.7.2 Durability related exposure categories; 4.8 Design by avoidance; 5 Materials; 5.1 Concrete; 5.1.1 General and range of applicability; 5.1.2 Classification by strength; 5.1.3 Classification by density. Cover; Title Page; Contents; Contributors; Notations; Acronyms; Preface; 1 Scope; 1.1 Aim of the fib Model Code 2010; 1.2 Format; 1.3 Levels of approximation; 1.4 Structure of the fib Model Code 2010; 2 Terminology; 2.1 Definitions; 2.2 References; 3 Basic principles; 3.1 General; 3.1.1 Levels of performance; 3.1.2 Levels-of-approximation approach; 3.2 Performance-based design and assessment; 3.2.1 General approach; 3.2.2 Basis for verification; 3.3 Performance requirements for serviceability, structural safety, service life and reliability. The International Federation for Structural Concrete (fib) is a pre-normative organization. 'Pre-normative' implies pioneering work in codification. This work has now been realized with the fib Model Code 2010. The objectives of the fib Model Code 2010 are to serve as a basis for future codes for concrete structures, and present new developments with regard to concrete structures, structural materials and new ideas in order to achieve optimum behaviour. The fib Model Code 2010 is now the most comprehensive code on concrete structures, including their complete life cycle: con Concrete Cracking Concrete construction Strains and stresses TECHNOLOGY & ENGINEERING ; Civil ; General Concrete construction Concrete ; Cracking Strains and stresses stress Béton - Fissuration Construction en béton Contraintes (Mécanique) strain Electronic books Richtlinie (DE-588)4137814-3 (DE-627)10564725X (DE-576)209680792 gnd-content s (DE-588)4006115-2 (DE-627)106378430 (DE-576)208864458 Betonbau gnd s (DE-588)4144990-3 (DE-627)104359102 (DE-576)209738146 Betonkonstruktion gnd DE-101 s (DE-588)4056842-8 (DE-627)106153528 (DE-576)209119217 Stahlbetonbau gnd s (DE-588)4137814-3 (DE-627)10564725X (DE-576)209680792 Richtlinie gnd (DE-627) Fédération internationale du béton oth 9783433030615 Erscheint auch als Druck-Ausgabe fib model code for concrete structures 2010 Berlin : Ernst & Sohn, 2013 XXXI, 402 S (DE-627)746499558 (DE-576)395114713 9783433030615 https://doi.org/10.1002/9783433604090 X:WILEY Resolving-System lizenzpflichtig Volltext https://onlinelibrary.wiley.com/doi/book/10.1002/9783433604090 X:WILEY Verlag lizenzpflichtig Volltext BSZ-35-Auswahl-Sachsen 2023 ZDB-35-UBC ZDB-35-WIC GBV_ILN_23 ISIL_DE-830 SYSFLAG_1 GBV_KXP GBV_ILN_62 ISIL_DE-28 GBV_ILN_120 ISIL_DE-715 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_736 GBV_ILN_2001 ISIL_DE-21 GBV_ILN_2006 ISIL_DE-14 GBV_ILN_2010 ISIL_DE-15 GBV_ILN_2020 ISIL_DE-Ch1 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2045 ISIL_DE-Mit1 GBV_ILN_2048 ISIL_DE-Zwi2 GBV_ILN_2050 ISIL_DE-Zi4 GBV_ILN_2057 ISIL_DE-L189 GBV_ILN_2061 ISIL_DE-520 GBV_ILN_2111 ISIL_DE-944 ZI 2270 Baunormung, Richtlinien Technik Bauingenieurwesen Nachschlagewerke Baunormung, Richtlinien (DE-627)1271473356 (DE-625)rvk/156351: (DE-576)201473356 56.12 Betonbau SEPA (DE-627)106410237 56.11 Baukonstruktion SEPA (DE-627)106420992 BO 045F 624.1 23 01 0830 1625685025 olr-wiley1 i z 16-07-16 62 01 0028 3528474416 OLR-Wiley-EBS Vervielfältigungen (z.B. 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Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt zeg 26-10-22 2001 01 DE-21 3526707820 00 --%%-- --%%-- --%%-- n l01 24-10-19 2006 01 DE-14 398237832X 00 --%%-- --%%-- --%%-- --%%-- l01 30-09-21 2010 01 DE-15 4460821354 00 --%%-- --%%-- --%%-- n Elektronischer Volltext - Campuslizenz l01 18-01-24 2020 01 DE-Ch1 4047051675 00 --%%-- --%%-- --%%-- n Campuslizenz l01 28-01-22 2027 01 DE-105 4477805195 00 --%%-- --%%-- --%%-- n Campuslizenz l01 06-02-24 2045 01 DE-Mit1 4231212163 00 --%%-- --%%-- --%%-- n Volltext - Campuslizenz l01 19-01-24 2048 01 DE-Zwi2 4462579364 00 --%%-- E-Book Wiley --%%-- n Elektronischer Volltext - Campuslizenz l01 19-01-24 2050 01 DE-Zi4 4468491728 00 --%%-- --%%-- --%%-- n Zugriff im HSZG-Campusnetz. 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3.5.2.1 General; 3.5.2.2 Project quality plan; 3.5.2.3 Life cycle file; 3.5.3 Quality management in design; 3.5.3.1 Objectives; 3.5.3.2 Design file; 3.5.3.3 Briefing phase; 3.5.3.4 Scouting phase; 3.5.3.5 Basis of design phase; 3.5.3.6 Project specification phase; 3.5.3.7 Final design phase; 3.5.3.8 Detailed design phase; 3.5.4 Quality management in construction; 3.5.4.1 Objectives; 3.5.4.2 As-built documentation (birth certificate document); 3.5.5 Quality management in conservation; 3.5.5.1 Objectives; 3.5.5.2 Service life file.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">3.3.1 Performance criteria for serviceability and structural safety; 3.3.1.1 Serviceability limit states; 3.3.1.2 Ultimate limit states; 3.3.1.3 Robustness; 3.3.2 Service life; 3.3.2.1 Specified service life and residual service life; 3.3.2.2 Verification of service life; 3.3.3 Reliability; 3.3.3.1 Target reliability level; 3.3.3.2 Component reliability and system reliability; 3.4 Performance requirements for sustainability; 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Richtlinien</subfield><subfield code="k">Technik</subfield><subfield code="k">Bauingenieurwesen</subfield><subfield code="k">Nachschlagewerke</subfield><subfield code="k">Baunormung, Richtlinien</subfield><subfield code="0">(DE-627)1271473356</subfield><subfield code="0">(DE-625)rvk/156351:</subfield><subfield code="0">(DE-576)201473356</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">56.12</subfield><subfield code="j">Betonbau</subfield><subfield code="q">SEPA</subfield><subfield code="0">(DE-627)106410237</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">56.11</subfield><subfield code="j">Baukonstruktion</subfield><subfield code="q">SEPA</subfield><subfield code="0">(DE-627)106420992</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">BO</subfield></datafield><datafield tag="953" ind1=" " ind2=" "><subfield code="2">045F</subfield><subfield code="a">624.1</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">23</subfield><subfield code="1">01</subfield><subfield code="x">0830</subfield><subfield code="b">1625685025</subfield><subfield code="h">olr-wiley1</subfield><subfield code="u">i</subfield><subfield code="y">z</subfield><subfield code="z">16-07-16</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">62</subfield><subfield code="1">01</subfield><subfield code="x">0028</subfield><subfield code="b">3528474416</subfield><subfield code="h">OLR-Wiley-EBS</subfield><subfield code="k">Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt.</subfield><subfield code="k">Temporär im Bestand der UB Rostock</subfield><subfield code="y">z</subfield><subfield code="z">25-10-19</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">120</subfield><subfield code="1">01</subfield><subfield code="x">0715</subfield><subfield code="b">3528281634</subfield><subfield code="k">Campusweiter Zugriff (Universität Oldenburg). - Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots.</subfield><subfield code="y">z</subfield><subfield code="z">25-10-19</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">120</subfield><subfield code="1">02</subfield><subfield code="x">0715</subfield><subfield code="b">3742798081</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">g</subfield><subfield code="j">--%%--</subfield><subfield code="h">alma</subfield><subfield code="y">z</subfield><subfield code="z">26-08-20</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">370</subfield><subfield code="1">01</subfield><subfield code="x">4370</subfield><subfield code="b">3530892998</subfield><subfield code="h">olr-ebook wiley</subfield><subfield code="k">Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots.</subfield><subfield code="u">i</subfield><subfield code="y">z</subfield><subfield code="z">12-11-19</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">736</subfield><subfield code="1">01</subfield><subfield code="x">4736</subfield><subfield code="b">420249248X</subfield><subfield code="h">WileyKaufSachsen</subfield><subfield code="k">Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. 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T - Technology |
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eBook |
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3.5.2 Quality management; 3.5.2.1 General; 3.5.2.2 Project quality plan; 3.5.2.3 Life cycle file; 3.5.3 Quality management in design; 3.5.3.1 Objectives; 3.5.3.2 Design file; 3.5.3.3 Briefing phase; 3.5.3.4 Scouting phase; 3.5.3.5 Basis of design phase; 3.5.3.6 Project specification phase; 3.5.3.7 Final design phase; 3.5.3.8 Detailed design phase; 3.5.4 Quality management in construction; 3.5.4.1 Objectives; 3.5.4.2 As-built documentation (birth certificate document); 3.5.5 Quality management in conservation; 3.5.5.1 Objectives; 3.5.5.2 Service life file. 3.3.1 Performance criteria for serviceability and structural safety; 3.3.1.1 Serviceability limit states; 3.3.1.2 Ultimate limit states; 3.3.1.3 Robustness; 3.3.2 Service life; 3.3.2.1 Specified service life and residual service life; 3.3.2.2 Verification of service life; 3.3.3 Reliability; 3.3.3.1 Target reliability level; 3.3.3.2 Component reliability and system reliability; 3.4 Performance requirements for sustainability; 3.4.1 General; 3.4.2 Performance requirements for environmental impact; 3.4.3 Performance requirements for impact on society; 3.5 Life cycle management; 3.5.1 General. 3.5.6 Quality management in dismantlement; 3.5.6.1 Objectives; 3.5.6.2 Dismantlement document; 4 Principles of structural design; 4.1 Design situations; 4.2 Design strategies; 4.3 Design methods; 4.3.1 Limit state design principles; 4.3.2 Safety formats; 4.4 Probabilistic safety format; 4.4.1 General; 4.4.2 Basic rules for probabilistic approach; 4.5 Partial factor format; 4.5.1 General; 4.5.1.1 Basic variables; 4.5.1.2 Design condition; 4.5.1.3 Design values of basic variables; 4.5.1.4 Representative values of basic variables; 4.5.2 Basic rules for partial factor approach; 4.5.2.1 General. 4.5.2.2 Ultimate limit states; 4.5.2.3 Fatigue verification; 4.5.2.4 Verification of structures subjected to impact and explosion; 4.5.2.5 Serviceability limit states; 4.6 Global resistance format; 4.6.1 General; 4.6.2 Basic rules for global resistance approach; 4.6.2.1 Representative variables; 4.6.2.2 Design condition; 4.7 Deemed-to-satisfy approach; 4.7.1 General; 4.7.2 Durability related exposure categories; 4.8 Design by avoidance; 5 Materials; 5.1 Concrete; 5.1.1 General and range of applicability; 5.1.2 Classification by strength; 5.1.3 Classification by density. Cover; Title Page; Contents; Contributors; Notations; Acronyms; Preface; 1 Scope; 1.1 Aim of the fib Model Code 2010; 1.2 Format; 1.3 Levels of approximation; 1.4 Structure of the fib Model Code 2010; 2 Terminology; 2.1 Definitions; 2.2 References; 3 Basic principles; 3.1 General; 3.1.1 Levels of performance; 3.1.2 Levels-of-approximation approach; 3.2 Performance-based design and assessment; 3.2.1 General approach; 3.2.2 Basis for verification; 3.3 Performance requirements for serviceability, structural safety, service life and reliability. The International Federation for Structural Concrete (fib) is a pre-normative organization. 'Pre-normative' implies pioneering work in codification. This work has now been realized with the fib Model Code 2010. The objectives of the fib Model Code 2010 are to serve as a basis for future codes for concrete structures, and present new developments with regard to concrete structures, structural materials and new ideas in order to achieve optimum behaviour. The fib Model Code 2010 is now the most comprehensive code on concrete structures, including their complete life cycle: con 5.1.4 Compressive strength Includes index |
| abstractGer |
3.5.2 Quality management; 3.5.2.1 General; 3.5.2.2 Project quality plan; 3.5.2.3 Life cycle file; 3.5.3 Quality management in design; 3.5.3.1 Objectives; 3.5.3.2 Design file; 3.5.3.3 Briefing phase; 3.5.3.4 Scouting phase; 3.5.3.5 Basis of design phase; 3.5.3.6 Project specification phase; 3.5.3.7 Final design phase; 3.5.3.8 Detailed design phase; 3.5.4 Quality management in construction; 3.5.4.1 Objectives; 3.5.4.2 As-built documentation (birth certificate document); 3.5.5 Quality management in conservation; 3.5.5.1 Objectives; 3.5.5.2 Service life file. 3.3.1 Performance criteria for serviceability and structural safety; 3.3.1.1 Serviceability limit states; 3.3.1.2 Ultimate limit states; 3.3.1.3 Robustness; 3.3.2 Service life; 3.3.2.1 Specified service life and residual service life; 3.3.2.2 Verification of service life; 3.3.3 Reliability; 3.3.3.1 Target reliability level; 3.3.3.2 Component reliability and system reliability; 3.4 Performance requirements for sustainability; 3.4.1 General; 3.4.2 Performance requirements for environmental impact; 3.4.3 Performance requirements for impact on society; 3.5 Life cycle management; 3.5.1 General. 3.5.6 Quality management in dismantlement; 3.5.6.1 Objectives; 3.5.6.2 Dismantlement document; 4 Principles of structural design; 4.1 Design situations; 4.2 Design strategies; 4.3 Design methods; 4.3.1 Limit state design principles; 4.3.2 Safety formats; 4.4 Probabilistic safety format; 4.4.1 General; 4.4.2 Basic rules for probabilistic approach; 4.5 Partial factor format; 4.5.1 General; 4.5.1.1 Basic variables; 4.5.1.2 Design condition; 4.5.1.3 Design values of basic variables; 4.5.1.4 Representative values of basic variables; 4.5.2 Basic rules for partial factor approach; 4.5.2.1 General. 4.5.2.2 Ultimate limit states; 4.5.2.3 Fatigue verification; 4.5.2.4 Verification of structures subjected to impact and explosion; 4.5.2.5 Serviceability limit states; 4.6 Global resistance format; 4.6.1 General; 4.6.2 Basic rules for global resistance approach; 4.6.2.1 Representative variables; 4.6.2.2 Design condition; 4.7 Deemed-to-satisfy approach; 4.7.1 General; 4.7.2 Durability related exposure categories; 4.8 Design by avoidance; 5 Materials; 5.1 Concrete; 5.1.1 General and range of applicability; 5.1.2 Classification by strength; 5.1.3 Classification by density. Cover; Title Page; Contents; Contributors; Notations; Acronyms; Preface; 1 Scope; 1.1 Aim of the fib Model Code 2010; 1.2 Format; 1.3 Levels of approximation; 1.4 Structure of the fib Model Code 2010; 2 Terminology; 2.1 Definitions; 2.2 References; 3 Basic principles; 3.1 General; 3.1.1 Levels of performance; 3.1.2 Levels-of-approximation approach; 3.2 Performance-based design and assessment; 3.2.1 General approach; 3.2.2 Basis for verification; 3.3 Performance requirements for serviceability, structural safety, service life and reliability. The International Federation for Structural Concrete (fib) is a pre-normative organization. 'Pre-normative' implies pioneering work in codification. This work has now been realized with the fib Model Code 2010. The objectives of the fib Model Code 2010 are to serve as a basis for future codes for concrete structures, and present new developments with regard to concrete structures, structural materials and new ideas in order to achieve optimum behaviour. The fib Model Code 2010 is now the most comprehensive code on concrete structures, including their complete life cycle: con 5.1.4 Compressive strength Includes index |
| abstract_unstemmed |
3.5.2 Quality management; 3.5.2.1 General; 3.5.2.2 Project quality plan; 3.5.2.3 Life cycle file; 3.5.3 Quality management in design; 3.5.3.1 Objectives; 3.5.3.2 Design file; 3.5.3.3 Briefing phase; 3.5.3.4 Scouting phase; 3.5.3.5 Basis of design phase; 3.5.3.6 Project specification phase; 3.5.3.7 Final design phase; 3.5.3.8 Detailed design phase; 3.5.4 Quality management in construction; 3.5.4.1 Objectives; 3.5.4.2 As-built documentation (birth certificate document); 3.5.5 Quality management in conservation; 3.5.5.1 Objectives; 3.5.5.2 Service life file. 3.3.1 Performance criteria for serviceability and structural safety; 3.3.1.1 Serviceability limit states; 3.3.1.2 Ultimate limit states; 3.3.1.3 Robustness; 3.3.2 Service life; 3.3.2.1 Specified service life and residual service life; 3.3.2.2 Verification of service life; 3.3.3 Reliability; 3.3.3.1 Target reliability level; 3.3.3.2 Component reliability and system reliability; 3.4 Performance requirements for sustainability; 3.4.1 General; 3.4.2 Performance requirements for environmental impact; 3.4.3 Performance requirements for impact on society; 3.5 Life cycle management; 3.5.1 General. 3.5.6 Quality management in dismantlement; 3.5.6.1 Objectives; 3.5.6.2 Dismantlement document; 4 Principles of structural design; 4.1 Design situations; 4.2 Design strategies; 4.3 Design methods; 4.3.1 Limit state design principles; 4.3.2 Safety formats; 4.4 Probabilistic safety format; 4.4.1 General; 4.4.2 Basic rules for probabilistic approach; 4.5 Partial factor format; 4.5.1 General; 4.5.1.1 Basic variables; 4.5.1.2 Design condition; 4.5.1.3 Design values of basic variables; 4.5.1.4 Representative values of basic variables; 4.5.2 Basic rules for partial factor approach; 4.5.2.1 General. 4.5.2.2 Ultimate limit states; 4.5.2.3 Fatigue verification; 4.5.2.4 Verification of structures subjected to impact and explosion; 4.5.2.5 Serviceability limit states; 4.6 Global resistance format; 4.6.1 General; 4.6.2 Basic rules for global resistance approach; 4.6.2.1 Representative variables; 4.6.2.2 Design condition; 4.7 Deemed-to-satisfy approach; 4.7.1 General; 4.7.2 Durability related exposure categories; 4.8 Design by avoidance; 5 Materials; 5.1 Concrete; 5.1.1 General and range of applicability; 5.1.2 Classification by strength; 5.1.3 Classification by density. Cover; Title Page; Contents; Contributors; Notations; Acronyms; Preface; 1 Scope; 1.1 Aim of the fib Model Code 2010; 1.2 Format; 1.3 Levels of approximation; 1.4 Structure of the fib Model Code 2010; 2 Terminology; 2.1 Definitions; 2.2 References; 3 Basic principles; 3.1 General; 3.1.1 Levels of performance; 3.1.2 Levels-of-approximation approach; 3.2 Performance-based design and assessment; 3.2.1 General approach; 3.2.2 Basis for verification; 3.3 Performance requirements for serviceability, structural safety, service life and reliability. The International Federation for Structural Concrete (fib) is a pre-normative organization. 'Pre-normative' implies pioneering work in codification. This work has now been realized with the fib Model Code 2010. The objectives of the fib Model Code 2010 are to serve as a basis for future codes for concrete structures, and present new developments with regard to concrete structures, structural materials and new ideas in order to achieve optimum behaviour. The fib Model Code 2010 is now the most comprehensive code on concrete structures, including their complete life cycle: con 5.1.4 Compressive strength Includes index |
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<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000cam a2200265 4500</leader><controlfield tag="001">1679584936</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20240812143344.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">191024s2013 sz |||||o 00| ||eng c</controlfield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9783433604090</subfield><subfield code="9">978-3-433-60409-0</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">1299966322</subfield><subfield code="c">ebk</subfield><subfield code="9">1-299-96632-2</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">3433604088</subfield><subfield code="c">electronic bk.</subfield><subfield code="9">3-433-60408-8</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">3433030618</subfield><subfield code="9">3-433-03061-8</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9781299966321</subfield><subfield code="c">ebk</subfield><subfield code="9">978-1-299-96632-1</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9783433604083</subfield><subfield code="c">electronic bk.</subfield><subfield code="9">978-3-433-60408-3</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9783433030615</subfield><subfield code="9">978-3-433-03061-5</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="z">3433604096</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="z">3433604215</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="z">9783433030615</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="z">9783433604212</subfield></datafield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1002/9783433604090</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)1679584936</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)KEP026493918</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(OCoLC)890026958</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(WILEY)9783433604090</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(EBP)026493918</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">eng</subfield><subfield code="c">DE-627</subfield><subfield code="e">rda</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="044" ind1=" " ind2=" "><subfield code="c">XA-CH</subfield></datafield><datafield tag="050" ind1=" " ind2="0"><subfield code="a">TA681</subfield></datafield><datafield tag="072" ind1=" " ind2="7"><subfield code="a">TEC 009020</subfield><subfield code="2">bisacsh</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">ZI 2270</subfield><subfield code="2">rvk</subfield><subfield code="0">(DE-625)rvk/156351:</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">56.12</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">56.11</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Fib model code for concrete structures 2010</subfield><subfield code="c">International Federation for Structural Concrete (fib)</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="a">Lausanne</subfield><subfield code="b">Ernst & Sohn</subfield><subfield code="c">[2013]</subfield></datafield><datafield tag="264" ind1=" " ind2="4"><subfield code="c">© 2013</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">1 Online-Ressource (xxxiii, 436 Seiten)</subfield><subfield code="b">Illustrationen</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">5.1.4 Compressive strength</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">Includes index</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">3.5.2 Quality management; 3.5.2.1 General; 3.5.2.2 Project quality plan; 3.5.2.3 Life cycle file; 3.5.3 Quality management in design; 3.5.3.1 Objectives; 3.5.3.2 Design file; 3.5.3.3 Briefing phase; 3.5.3.4 Scouting phase; 3.5.3.5 Basis of design phase; 3.5.3.6 Project specification phase; 3.5.3.7 Final design phase; 3.5.3.8 Detailed design phase; 3.5.4 Quality management in construction; 3.5.4.1 Objectives; 3.5.4.2 As-built documentation (birth certificate document); 3.5.5 Quality management in conservation; 3.5.5.1 Objectives; 3.5.5.2 Service life file.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">3.3.1 Performance criteria for serviceability and structural safety; 3.3.1.1 Serviceability limit states; 3.3.1.2 Ultimate limit states; 3.3.1.3 Robustness; 3.3.2 Service life; 3.3.2.1 Specified service life and residual service life; 3.3.2.2 Verification of service life; 3.3.3 Reliability; 3.3.3.1 Target reliability level; 3.3.3.2 Component reliability and system reliability; 3.4 Performance requirements for sustainability; 3.4.1 General; 3.4.2 Performance requirements for environmental impact; 3.4.3 Performance requirements for impact on society; 3.5 Life cycle management; 3.5.1 General.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">3.5.6 Quality management in dismantlement; 3.5.6.1 Objectives; 3.5.6.2 Dismantlement document; 4 Principles of structural design; 4.1 Design situations; 4.2 Design strategies; 4.3 Design methods; 4.3.1 Limit state design principles; 4.3.2 Safety formats; 4.4 Probabilistic safety format; 4.4.1 General; 4.4.2 Basic rules for probabilistic approach; 4.5 Partial factor format; 4.5.1 General; 4.5.1.1 Basic variables; 4.5.1.2 Design condition; 4.5.1.3 Design values of basic variables; 4.5.1.4 Representative values of basic variables; 4.5.2 Basic rules for partial factor approach; 4.5.2.1 General.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">4.5.2.2 Ultimate limit states; 4.5.2.3 Fatigue verification; 4.5.2.4 Verification of structures subjected to impact and explosion; 4.5.2.5 Serviceability limit states; 4.6 Global resistance format; 4.6.1 General; 4.6.2 Basic rules for global resistance approach; 4.6.2.1 Representative variables; 4.6.2.2 Design condition; 4.7 Deemed-to-satisfy approach; 4.7.1 General; 4.7.2 Durability related exposure categories; 4.8 Design by avoidance; 5 Materials; 5.1 Concrete; 5.1.1 General and range of applicability; 5.1.2 Classification by strength; 5.1.3 Classification by density.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Cover; Title Page; Contents; Contributors; Notations; Acronyms; Preface; 1 Scope; 1.1 Aim of the fib Model Code 2010; 1.2 Format; 1.3 Levels of approximation; 1.4 Structure of the fib Model Code 2010; 2 Terminology; 2.1 Definitions; 2.2 References; 3 Basic principles; 3.1 General; 3.1.1 Levels of performance; 3.1.2 Levels-of-approximation approach; 3.2 Performance-based design and assessment; 3.2.1 General approach; 3.2.2 Basis for verification; 3.3 Performance requirements for serviceability, structural safety, service life and reliability.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">The International Federation for Structural Concrete (fib) is a pre-normative organization. 'Pre-normative' implies pioneering work in codification. This work has now been realized with the fib Model Code 2010. The objectives of the fib Model Code 2010 are to serve as a basis for future codes for concrete structures, and present new developments with regard to concrete structures, structural materials and new ideas in order to achieve optimum behaviour. 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Richtlinien</subfield><subfield code="k">Technik</subfield><subfield code="k">Bauingenieurwesen</subfield><subfield code="k">Nachschlagewerke</subfield><subfield code="k">Baunormung, Richtlinien</subfield><subfield code="0">(DE-627)1271473356</subfield><subfield code="0">(DE-625)rvk/156351:</subfield><subfield code="0">(DE-576)201473356</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">56.12</subfield><subfield code="j">Betonbau</subfield><subfield code="q">SEPA</subfield><subfield code="0">(DE-627)106410237</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">56.11</subfield><subfield code="j">Baukonstruktion</subfield><subfield code="q">SEPA</subfield><subfield code="0">(DE-627)106420992</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">BO</subfield></datafield><datafield tag="953" ind1=" " ind2=" "><subfield code="2">045F</subfield><subfield code="a">624.1</subfield></datafield><datafield 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Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt.</subfield><subfield code="k">Temporär im Bestand der UB Rostock</subfield><subfield code="y">z</subfield><subfield code="z">25-10-19</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">120</subfield><subfield code="1">01</subfield><subfield code="x">0715</subfield><subfield code="b">3528281634</subfield><subfield code="k">Campusweiter Zugriff (Universität Oldenburg). - Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots.</subfield><subfield code="y">z</subfield><subfield code="z">25-10-19</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">120</subfield><subfield code="1">02</subfield><subfield code="x">0715</subfield><subfield code="b">3742798081</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">g</subfield><subfield code="j">--%%--</subfield><subfield code="h">alma</subfield><subfield code="y">z</subfield><subfield code="z">26-08-20</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">370</subfield><subfield code="1">01</subfield><subfield code="x">4370</subfield><subfield code="b">3530892998</subfield><subfield code="h">olr-ebook wiley</subfield><subfield code="k">Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots.</subfield><subfield code="u">i</subfield><subfield code="y">z</subfield><subfield code="z">12-11-19</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">736</subfield><subfield code="1">01</subfield><subfield code="x">4736</subfield><subfield code="b">420249248X</subfield><subfield code="h">WileyKaufSachsen</subfield><subfield code="k">Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt</subfield><subfield code="y">zeg</subfield><subfield code="z">26-10-22</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2001</subfield><subfield code="1">01</subfield><subfield code="x">DE-21</subfield><subfield code="b">3526707820</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">--%%--</subfield><subfield code="j">n</subfield><subfield code="y">l01</subfield><subfield code="z">24-10-19</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2006</subfield><subfield code="1">01</subfield><subfield code="x">DE-14</subfield><subfield code="b">398237832X</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">30-09-21</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2010</subfield><subfield code="1">01</subfield><subfield code="x">DE-15</subfield><subfield code="b">4460821354</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">--%%--</subfield><subfield code="j">n</subfield><subfield code="k">Elektronischer Volltext - Campuslizenz</subfield><subfield code="y">l01</subfield><subfield code="z">18-01-24</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2020</subfield><subfield code="1">01</subfield><subfield code="x">DE-Ch1</subfield><subfield code="b">4047051675</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">--%%--</subfield><subfield code="j">n</subfield><subfield code="k">Campuslizenz</subfield><subfield code="y">l01</subfield><subfield code="z">28-01-22</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2027</subfield><subfield code="1">01</subfield><subfield code="x">DE-105</subfield><subfield code="b">4477805195</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">--%%--</subfield><subfield code="j">n</subfield><subfield code="k">Campuslizenz</subfield><subfield code="y">l01</subfield><subfield code="z">06-02-24</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2045</subfield><subfield code="1">01</subfield><subfield code="x">DE-Mit1</subfield><subfield code="b">4231212163</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">--%%--</subfield><subfield code="j">n</subfield><subfield code="k">Volltext - Campuslizenz</subfield><subfield code="y">l01</subfield><subfield code="z">19-01-24</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2048</subfield><subfield code="1">01</subfield><subfield code="x">DE-Zwi2</subfield><subfield code="b">4462579364</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">E-Book Wiley</subfield><subfield code="e">--%%--</subfield><subfield code="j">n</subfield><subfield code="k">Elektronischer Volltext - Campuslizenz</subfield><subfield code="y">l01</subfield><subfield code="z">19-01-24</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2050</subfield><subfield code="1">01</subfield><subfield code="x">DE-Zi4</subfield><subfield code="b">4468491728</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">--%%--</subfield><subfield code="j">n</subfield><subfield code="k">Zugriff im HSZG-Campusnetz. 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code="0">2016.07.16</subfield></datafield><datafield tag="998" ind1=" " ind2=" "><subfield code="2">370</subfield><subfield code="1">01</subfield><subfield code="x">4370</subfield><subfield code="0">2019.11.12</subfield></datafield></record></collection>
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