Seismic Behaviour and Design of Irregular and Complex Civil Structures
Structural irregularities are one of the most frequent causes of severe damages in buildings, as evidenced by the numerous earthquakes in recent years. This issue is of particular importance, since real structures are almost all irregular. Furthermore, structural irregularities depend on several fac...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Lavan, Oren [verfasserIn] |
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| Format: |
E-Book |
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| Sprache: |
Englisch |
| Erschienen: |
Dordrecht: Springer ; 2013 |
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| Anmerkung: |
"State-of-the-art version of paper presented at the 6th European Workshop on the Seismic Behaviour and Design of Irregular and Complex Civil Structures, held under the auspices of Task Group 8 (TG8) of the European Association for Earthquake Engineering in Haifa at the Technion-Israel Institute of Technologyduring September 2011"--Pref Includes bibliographical references and index |
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| Umfang: |
Online-Ressource (XIV, 374 p. 206 illus., 91 illus. in color, digital) |
| Reihe: |
Geotechnical, Geological and Earthquake Engineering ; 24 SpringerLink ; Bücher |
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| Links: | |
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| ISBN: |
978-94-007-5377-8 |
| DOI / URN: |
10.1007/978-94-007-5377-8 |
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| Katalog-ID: |
165214837X |
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| 500 | |a "State-of-the-art version of paper presented at the 6th European Workshop on the Seismic Behaviour and Design of Irregular and Complex Civil Structures, held under the auspices of Task Group 8 (TG8) of the European Association for Earthquake Engineering in Haifa at the Technion-Israel Institute of Technologyduring September 2011"--Pref | ||
| 500 | |a Includes bibliographical references and index | ||
| 505 | 8 | 0 | |a Seismic Behaviour and Design of Irregular and Complex Civil Structures; Preface; Contents; Contributors; Part I: Ground Rotations, Angle of Incidence of Seismic Waves, and Their Effect on Structures; Chapter 1: An Investigation of an External Impact Conversion into the Strained Rotation Inside Ancient Boulder Structures (Solovky Islands, White Sea); 1.1 Introduction; 1.2 Experiment Description; 1.2.1 Methodology and Dams Description; 1.2.2 Observation of the Blocked Media Response to External Impacts: Pulses; 1.2.3 Blocked Media Response to an External Impact: Smooth Loads |
| 505 | 8 | 0 | |a 1.2.4 Block Media Response to External Impact: Long-Term Impact1.3 Results; 1.4 Conclusions; References; Chapter 2: Numerical Analyses of Seismic Ground Rotations from the Wave Passage Effects; 2.1 Introduction; 2.2 Problem Statement; 2.3 Torsion from SH Waves; 2.4 Rocking from P and SV Wave Reflections; 2.4.1 P Wave Reflection; 2.4.2 SV Wave Reflection; 2.4.3 Derivation of Rocking Spectral Density from Joint Reflections of P and SV Waves; 2.5 Conclusions; References; Chapter 3: Impact of Seismic Rotational Components on Symmetric Structures; 3.1 Introduction |
| 505 | 8 | 0 | |a 3.2 Estimation of the Rotational Components3.2.1 Estimation Method for Rotational Components; 3.2.2 Synthesized Rotational Components; 3.3 Contribution of Rotational Motions to Structural Response; 3.3.1 Response of 443-m-Tall Jin Mao Tower; 3.3.2 Response of 160-m-Height Reinforced Concrete Frame-Shear Wall Structure; 3.3.3 Response of 30-m-Height Monument; 3.4 Comparison of Two Kinds of Analyzed Results with Different Method; 3.4.1 Analyzed Result with Eurocode8 Method; 3.4.2 Analyzed Result with Theoretical Method (ANSYS Software); 3.4.3 Comparison of Two Kinds of Analyzed Results |
| 505 | 8 | 0 | |a 3.5 ConclusionsReferences; Part II: Seismic Behaviour of Irregular Structures; Chapter 4: The Effect of Common Irregularities on the Seismic Performance of Existing RC Framed Buildings; 4.1 Introduction; 4.2 Sample Structure; 4.3 Considered Irregularities; 4.4 Seismic Response; 4.4.1 Incremental Dynamic Analysis; 4.4.2 The Seismic Input; 4.4.3 Assumed Limit States; 4.5 Obtained Results; 4.6 Conclusions; References; Chapter 5: Influence of the Variability of Concrete Mechanical Properties on the Seismic Response of Existing RC Framed Structures; 5.1 Introduction |
| 505 | 8 | 0 | |a 5.2 Concrete Mechanical Properties5.2.1 Code Provisions; 5.2.2 Sample Structure; 5.2.2.1 Geometrical and Mechanical Characteristics; 5.2.2.2 Distribution of the Concrete Strength in the Columns; 5.2.3 Analytical Model; 5.3 Seismic Input; 5.4 Seismic Analysis; 5.4.1 Response Domain of the Sample Structure; 5.4.2 Comparison Between the EC8 Provisions and the Obtained Response Domain; 5.4.3 Comparison Between the FEMA Provisions and the Obtained Response Domain; 5.5 Conclusions; References; Chapter 6: Seismic Response of Irregular Industrial Steel Buildings; 6.1 Introduction |
| 505 | 8 | 0 | |a 6.2 Building Studied and 3D Analysis Model |
| 505 | 8 | 0 | |a From the Contents: Introduction - State of the art -- Strain and rotation seismic waves -- An investigation of an external impact conversion into the strained rotation inside ancient boulder structures (Solovky islands, White Sea) -- Numerical analysis of seismic ground rotations from the wave passage effects -- Effect of angle of incidence of seismic waves on the inelastic dynamic response of irregular R/C structures -- Impact of seismic rotational components on symmetric structures -- The effect of common irregularities on the seismic performance of existing RC framed buildings -- Influence of the variability of concrete mechanical properties on the seismic response of existing RC framed structures -- Seismic response of irregular industrial steel buildings. |
| 520 | |a Structural irregularities are one of the most frequent causes of severe damages in buildings, as evidenced by the numerous earthquakes in recent years. This issue is of particular importance, since real structures are almost all irregular. Furthermore, structural irregularities depend on several factors often very difficult to predict. This book is an essential tool for understanding the problem of structural irregularities and provides the most up-to-date review on this topic, covering the aspects of ground rotations, analysis, design, control and monitoring of irregular structures. It includes 24 contributions from authors of 13 countries, giving a complete and international view of the problem | ||
| 520 | |a Structural irregularities are one of the most frequent causes of severe damages in buildings, as evidenced by the numerous earthquakes in recent years. This issue is of particular importance, since real structures are almost all irregular. Furthermore, structural irregularities depend on several factors often very difficult to predict. This book is an essential tool for understanding the problem of structural irregularities and provides the most up-to-date review on this topic, covering the aspects of ground rotations, analysis, design, control and monitoring of irregular structures. It includes 24 contributions from authors of 13 countries, giving a complete and international view of the problem. | ||
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9789400753778 978-94-007-5377-8 10.1007/978-94-007-5377-8 doi (DE-627)165214837X (DE-576)379695928 (DE-599)BSZ379695928 (OCoLC)839974749 (DE-He213)978-94-007-5377-8 DE-627 ger DE-627 rakwb eng XA-NL TA1-2040 TN bicssc TEC009020 bisacsh Lavan, Oren verfasserin aut Seismic Behaviour and Design of Irregular and Complex Civil Structures edited by Oren Lavan, Mario De Stefano Dordrecht Springer 2013 Online-Ressource (XIV, 374 p. 206 illus., 91 illus. in color, digital) Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Geotechnical, Geological and Earthquake Engineering 24 SpringerLink Bücher "State-of-the-art version of paper presented at the 6th European Workshop on the Seismic Behaviour and Design of Irregular and Complex Civil Structures, held under the auspices of Task Group 8 (TG8) of the European Association for Earthquake Engineering in Haifa at the Technion-Israel Institute of Technologyduring September 2011"--Pref Includes bibliographical references and index Seismic Behaviour and Design of Irregular and Complex Civil Structures; Preface; Contents; Contributors; Part I: Ground Rotations, Angle of Incidence of Seismic Waves, and Their Effect on Structures; Chapter 1: An Investigation of an External Impact Conversion into the Strained Rotation Inside Ancient Boulder Structures (Solovky Islands, White Sea); 1.1 Introduction; 1.2 Experiment Description; 1.2.1 Methodology and Dams Description; 1.2.2 Observation of the Blocked Media Response to External Impacts: Pulses; 1.2.3 Blocked Media Response to an External Impact: Smooth Loads 1.2.4 Block Media Response to External Impact: Long-Term Impact1.3 Results; 1.4 Conclusions; References; Chapter 2: Numerical Analyses of Seismic Ground Rotations from the Wave Passage Effects; 2.1 Introduction; 2.2 Problem Statement; 2.3 Torsion from SH Waves; 2.4 Rocking from P and SV Wave Reflections; 2.4.1 P Wave Reflection; 2.4.2 SV Wave Reflection; 2.4.3 Derivation of Rocking Spectral Density from Joint Reflections of P and SV Waves; 2.5 Conclusions; References; Chapter 3: Impact of Seismic Rotational Components on Symmetric Structures; 3.1 Introduction 3.2 Estimation of the Rotational Components3.2.1 Estimation Method for Rotational Components; 3.2.2 Synthesized Rotational Components; 3.3 Contribution of Rotational Motions to Structural Response; 3.3.1 Response of 443-m-Tall Jin Mao Tower; 3.3.2 Response of 160-m-Height Reinforced Concrete Frame-Shear Wall Structure; 3.3.3 Response of 30-m-Height Monument; 3.4 Comparison of Two Kinds of Analyzed Results with Different Method; 3.4.1 Analyzed Result with Eurocode8 Method; 3.4.2 Analyzed Result with Theoretical Method (ANSYS Software); 3.4.3 Comparison of Two Kinds of Analyzed Results 3.5 ConclusionsReferences; Part II: Seismic Behaviour of Irregular Structures; Chapter 4: The Effect of Common Irregularities on the Seismic Performance of Existing RC Framed Buildings; 4.1 Introduction; 4.2 Sample Structure; 4.3 Considered Irregularities; 4.4 Seismic Response; 4.4.1 Incremental Dynamic Analysis; 4.4.2 The Seismic Input; 4.4.3 Assumed Limit States; 4.5 Obtained Results; 4.6 Conclusions; References; Chapter 5: Influence of the Variability of Concrete Mechanical Properties on the Seismic Response of Existing RC Framed Structures; 5.1 Introduction 5.2 Concrete Mechanical Properties5.2.1 Code Provisions; 5.2.2 Sample Structure; 5.2.2.1 Geometrical and Mechanical Characteristics; 5.2.2.2 Distribution of the Concrete Strength in the Columns; 5.2.3 Analytical Model; 5.3 Seismic Input; 5.4 Seismic Analysis; 5.4.1 Response Domain of the Sample Structure; 5.4.2 Comparison Between the EC8 Provisions and the Obtained Response Domain; 5.4.3 Comparison Between the FEMA Provisions and the Obtained Response Domain; 5.5 Conclusions; References; Chapter 6: Seismic Response of Irregular Industrial Steel Buildings; 6.1 Introduction 6.2 Building Studied and 3D Analysis Model From the Contents: Introduction - State of the art -- Strain and rotation seismic waves -- An investigation of an external impact conversion into the strained rotation inside ancient boulder structures (Solovky islands, White Sea) -- Numerical analysis of seismic ground rotations from the wave passage effects -- Effect of angle of incidence of seismic waves on the inelastic dynamic response of irregular R/C structures -- Impact of seismic rotational components on symmetric structures -- The effect of common irregularities on the seismic performance of existing RC framed buildings -- Influence of the variability of concrete mechanical properties on the seismic response of existing RC framed structures -- Seismic response of irregular industrial steel buildings. Structural irregularities are one of the most frequent causes of severe damages in buildings, as evidenced by the numerous earthquakes in recent years. This issue is of particular importance, since real structures are almost all irregular. Furthermore, structural irregularities depend on several factors often very difficult to predict. This book is an essential tool for understanding the problem of structural irregularities and provides the most up-to-date review on this topic, covering the aspects of ground rotations, analysis, design, control and monitoring of irregular structures. It includes 24 contributions from authors of 13 countries, giving a complete and international view of the problem Structural irregularities are one of the most frequent causes of severe damages in buildings, as evidenced by the numerous earthquakes in recent years. This issue is of particular importance, since real structures are almost all irregular. Furthermore, structural irregularities depend on several factors often very difficult to predict. This book is an essential tool for understanding the problem of structural irregularities and provides the most up-to-date review on this topic, covering the aspects of ground rotations, analysis, design, control and monitoring of irregular structures. It includes 24 contributions from authors of 13 countries, giving a complete and international view of the problem. Mechanical engineering Civil engineering Building construction Engineering Engineering Mechanical engineering Civil engineering Building construction De Stefano, Mario (DE-627)1259954595 (DE-576)189954590 oth 9789400753761 Buchausg. u.d.T. 978-94-007-5376-1 https://doi.org/10.1007/978-94-007-5377-8 Verlag Volltext http://dx.doi.org/10.1007/978-94-007-5377-8 Resolving-System lizenzpflichtig Volltext https://swbplus.bsz-bw.de/bsz379695928cov.jpg V:DE-576 X:springer image/jpeg 20130404105000 Cover (DE-627)737551593 ZDB-2-EES 2013 GBV_ILN_40 ISIL_DE-7 SYSFLAG_1 GBV_KXP GBV_ILN_60 ISIL_DE-705 GBV_ILN_62 ISIL_DE-28 GBV_ILN_65 ISIL_DE-3 GBV_ILN_110 ISIL_DE-Luen4 GBV_ILN_120 ISIL_DE-715 GBV_ILN_285 ISIL_DE-517 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2017 ISIL_DE-576 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2050 ISIL_DE-Zi4 GBV_ILN_2061 ISIL_DE-520 GBV_ILN_2148 ISIL_DE-950 GBV ExPruef BO 045F 624 045F 624.1/762 40 01 0007 137066544X OLR-SPRINGER-EES nl xsn 11-03-13 60 01 0705 1371337721 SpringerLink 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. Nur für Angehörige der HSU: Volltextzugang von außerhalb des Campus mit Anmeldung über Shibboleth mit Ihrer Bibliothekskennung z 15-03-13 62 01 0028 1371390347 OLR-EES 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. z 15-03-13 65 01 0003 1655670603 03 --%%-- ebook --%%-- --%%-- OLR-SEB-ZDB-2-EES 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. k3o 02-01-17 110 01 3110 4305021528 00 --%%-- --%%-- s --%%-- OLR-SEB 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 07-04-23 120 01 0715 1371379769 OLR-ESP 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. z 15-03-13 120 02 0715 1753942462 00 --%%-- --%%-- g --%%-- alma ww z 22-02-18 120 03 0715 3580246267 00 --%%-- --%%-- g --%%-- alma ww z 23-01-20 285 01 0517 1371388482 00 --%%-- --%%-- s --%%-- OLR-ESP-EES 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 15-03-13 370 01 4370 1371329176 olr-springer 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 15-03-13 2017 01 DE-576 335687974X 00 --%%-- --%%-- --%%-- n Besitznachweis BSZ nur für Dateneinspielung, keine echte Lizenz vorhanden l01 28-02-13 2027 01 DE-105 3356879766 00 --%%-- --%%-- n --%%-- Campuslizenz l01 28-02-13 2050 01 DE-Zi4 3356879774 00 --%%-- --%%-- n --%%-- Elektronischer Volltext - Campuslizenz l01 28-02-13 2061 01 DE-520 3356879790 00 --%%-- eBook Springer n --%%-- eBook, Volltext nur im Campusnetz l01 28-02-13 2148 01 DE-950 3356879812 00 --%%-- eBook Springer --%%-- n Elektronischer Volltext - Campuslizenz l01 06-03-13 40 01 0007 Volltext, Campuszugriff http://dx.doi.org/10.1007/978-94-007-5377-8 40 01 0007 Volltext, Externer Zugriff http://han.sub.uni-goettingen.de/han/Springer-eBook-EarthEnvironmentalScience/dx.doi.org/10.1007/978-94-007-5377-8 40 01 0007 Dieser Titel ist Teil einer Datenbank http://www.bibliothek.uni-regensburg.de/dbinfo/frontdoor.php?titel_id=10159&bibid=SUBGO 60 01 0705 Volltextzugang Campus https://doi.org/10.1007/978-94-007-5377-8 62 01 0028 https://doi.org/10.1007/978-94-007-5377-8 65 01 0003 Volltextzugang Campus https://doi.org/10.1007/978-94-007-5377-8 110 01 3110 https://doi.org/10.1007/978-94-007-5377-8 120 01 0715 http://dx.doi.org/10.1007/978-94-007-5377-8 120 02 0715 http://49gbv-uob-primo.hosted.exlibrisgroup.com/openurl/49GBV_UOB/UOB_services_page?u.ignore_date_coverage=true&rft.mms_id=991016133786603501 120 03 0715 http://49gbv-uob-primo.hosted.exlibrisgroup.com/openurl/49GBV_UOB/UOB_services_page?u.ignore_date_coverage=true&rft.mms_id=991016133786603501 285 01 0517 E-books (Springer) https://doi.org/10.1007/978-94-007-5377-8 370 01 4370 E-Book: Zugriff im HCU-Netz. Zugriff von außerhalb nur für HCU-Angehörige möglich https://doi.org/10.1007/978-94-007-5377-8 2050 01 DE-Zi4 http://dx.doi.org/10.1007/978-94-007-5377-8 2061 01 DE-520 http://dx.doi.org/10.1007/978-94-007-5377-8 2148 01 DE-950 http://dx.doi.org/10.1007/978-94-007-5377-8 2027 01 DE-105 00 s ebook 120 00 DE-715 99 ww 120 01 0715 24291817 120 01 0715 YH 2020 40 01 0007 OLR-SPRINGER-EES 60 01 0705 SpringerLink 62 01 0028 OLR-EES 65 01 0003 OLR-SEB-ZDB-2-EES 110 01 3110 OLR-SEB 120 01 0715 OLR-ESP 120 02 0715 alma 120 03 0715 alma 285 01 0517 OLR-ESP-EES 370 01 4370 olr-springer 370 01 4370 2013.03.15 |
| spelling |
9789400753778 978-94-007-5377-8 10.1007/978-94-007-5377-8 doi (DE-627)165214837X (DE-576)379695928 (DE-599)BSZ379695928 (OCoLC)839974749 (DE-He213)978-94-007-5377-8 DE-627 ger DE-627 rakwb eng XA-NL TA1-2040 TN bicssc TEC009020 bisacsh Lavan, Oren verfasserin aut Seismic Behaviour and Design of Irregular and Complex Civil Structures edited by Oren Lavan, Mario De Stefano Dordrecht Springer 2013 Online-Ressource (XIV, 374 p. 206 illus., 91 illus. in color, digital) Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Geotechnical, Geological and Earthquake Engineering 24 SpringerLink Bücher "State-of-the-art version of paper presented at the 6th European Workshop on the Seismic Behaviour and Design of Irregular and Complex Civil Structures, held under the auspices of Task Group 8 (TG8) of the European Association for Earthquake Engineering in Haifa at the Technion-Israel Institute of Technologyduring September 2011"--Pref Includes bibliographical references and index Seismic Behaviour and Design of Irregular and Complex Civil Structures; Preface; Contents; Contributors; Part I: Ground Rotations, Angle of Incidence of Seismic Waves, and Their Effect on Structures; Chapter 1: An Investigation of an External Impact Conversion into the Strained Rotation Inside Ancient Boulder Structures (Solovky Islands, White Sea); 1.1 Introduction; 1.2 Experiment Description; 1.2.1 Methodology and Dams Description; 1.2.2 Observation of the Blocked Media Response to External Impacts: Pulses; 1.2.3 Blocked Media Response to an External Impact: Smooth Loads 1.2.4 Block Media Response to External Impact: Long-Term Impact1.3 Results; 1.4 Conclusions; References; Chapter 2: Numerical Analyses of Seismic Ground Rotations from the Wave Passage Effects; 2.1 Introduction; 2.2 Problem Statement; 2.3 Torsion from SH Waves; 2.4 Rocking from P and SV Wave Reflections; 2.4.1 P Wave Reflection; 2.4.2 SV Wave Reflection; 2.4.3 Derivation of Rocking Spectral Density from Joint Reflections of P and SV Waves; 2.5 Conclusions; References; Chapter 3: Impact of Seismic Rotational Components on Symmetric Structures; 3.1 Introduction 3.2 Estimation of the Rotational Components3.2.1 Estimation Method for Rotational Components; 3.2.2 Synthesized Rotational Components; 3.3 Contribution of Rotational Motions to Structural Response; 3.3.1 Response of 443-m-Tall Jin Mao Tower; 3.3.2 Response of 160-m-Height Reinforced Concrete Frame-Shear Wall Structure; 3.3.3 Response of 30-m-Height Monument; 3.4 Comparison of Two Kinds of Analyzed Results with Different Method; 3.4.1 Analyzed Result with Eurocode8 Method; 3.4.2 Analyzed Result with Theoretical Method (ANSYS Software); 3.4.3 Comparison of Two Kinds of Analyzed Results 3.5 ConclusionsReferences; Part II: Seismic Behaviour of Irregular Structures; Chapter 4: The Effect of Common Irregularities on the Seismic Performance of Existing RC Framed Buildings; 4.1 Introduction; 4.2 Sample Structure; 4.3 Considered Irregularities; 4.4 Seismic Response; 4.4.1 Incremental Dynamic Analysis; 4.4.2 The Seismic Input; 4.4.3 Assumed Limit States; 4.5 Obtained Results; 4.6 Conclusions; References; Chapter 5: Influence of the Variability of Concrete Mechanical Properties on the Seismic Response of Existing RC Framed Structures; 5.1 Introduction 5.2 Concrete Mechanical Properties5.2.1 Code Provisions; 5.2.2 Sample Structure; 5.2.2.1 Geometrical and Mechanical Characteristics; 5.2.2.2 Distribution of the Concrete Strength in the Columns; 5.2.3 Analytical Model; 5.3 Seismic Input; 5.4 Seismic Analysis; 5.4.1 Response Domain of the Sample Structure; 5.4.2 Comparison Between the EC8 Provisions and the Obtained Response Domain; 5.4.3 Comparison Between the FEMA Provisions and the Obtained Response Domain; 5.5 Conclusions; References; Chapter 6: Seismic Response of Irregular Industrial Steel Buildings; 6.1 Introduction 6.2 Building Studied and 3D Analysis Model From the Contents: Introduction - State of the art -- Strain and rotation seismic waves -- An investigation of an external impact conversion into the strained rotation inside ancient boulder structures (Solovky islands, White Sea) -- Numerical analysis of seismic ground rotations from the wave passage effects -- Effect of angle of incidence of seismic waves on the inelastic dynamic response of irregular R/C structures -- Impact of seismic rotational components on symmetric structures -- The effect of common irregularities on the seismic performance of existing RC framed buildings -- Influence of the variability of concrete mechanical properties on the seismic response of existing RC framed structures -- Seismic response of irregular industrial steel buildings. Structural irregularities are one of the most frequent causes of severe damages in buildings, as evidenced by the numerous earthquakes in recent years. This issue is of particular importance, since real structures are almost all irregular. Furthermore, structural irregularities depend on several factors often very difficult to predict. This book is an essential tool for understanding the problem of structural irregularities and provides the most up-to-date review on this topic, covering the aspects of ground rotations, analysis, design, control and monitoring of irregular structures. It includes 24 contributions from authors of 13 countries, giving a complete and international view of the problem Structural irregularities are one of the most frequent causes of severe damages in buildings, as evidenced by the numerous earthquakes in recent years. This issue is of particular importance, since real structures are almost all irregular. Furthermore, structural irregularities depend on several factors often very difficult to predict. This book is an essential tool for understanding the problem of structural irregularities and provides the most up-to-date review on this topic, covering the aspects of ground rotations, analysis, design, control and monitoring of irregular structures. It includes 24 contributions from authors of 13 countries, giving a complete and international view of the problem. Mechanical engineering Civil engineering Building construction Engineering Engineering Mechanical engineering Civil engineering Building construction De Stefano, Mario (DE-627)1259954595 (DE-576)189954590 oth 9789400753761 Buchausg. u.d.T. 978-94-007-5376-1 https://doi.org/10.1007/978-94-007-5377-8 Verlag Volltext http://dx.doi.org/10.1007/978-94-007-5377-8 Resolving-System lizenzpflichtig Volltext https://swbplus.bsz-bw.de/bsz379695928cov.jpg V:DE-576 X:springer image/jpeg 20130404105000 Cover (DE-627)737551593 ZDB-2-EES 2013 GBV_ILN_40 ISIL_DE-7 SYSFLAG_1 GBV_KXP GBV_ILN_60 ISIL_DE-705 GBV_ILN_62 ISIL_DE-28 GBV_ILN_65 ISIL_DE-3 GBV_ILN_110 ISIL_DE-Luen4 GBV_ILN_120 ISIL_DE-715 GBV_ILN_285 ISIL_DE-517 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2017 ISIL_DE-576 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2050 ISIL_DE-Zi4 GBV_ILN_2061 ISIL_DE-520 GBV_ILN_2148 ISIL_DE-950 GBV ExPruef BO 045F 624 045F 624.1/762 40 01 0007 137066544X OLR-SPRINGER-EES nl xsn 11-03-13 60 01 0705 1371337721 SpringerLink 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. Nur für Angehörige der HSU: Volltextzugang von außerhalb des Campus mit Anmeldung über Shibboleth mit Ihrer Bibliothekskennung z 15-03-13 62 01 0028 1371390347 OLR-EES 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. z 15-03-13 65 01 0003 1655670603 03 --%%-- ebook --%%-- --%%-- OLR-SEB-ZDB-2-EES 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. k3o 02-01-17 110 01 3110 4305021528 00 --%%-- --%%-- s --%%-- OLR-SEB 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 07-04-23 120 01 0715 1371379769 OLR-ESP 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. z 15-03-13 120 02 0715 1753942462 00 --%%-- --%%-- g --%%-- alma ww z 22-02-18 120 03 0715 3580246267 00 --%%-- --%%-- g --%%-- alma ww z 23-01-20 285 01 0517 1371388482 00 --%%-- --%%-- s --%%-- OLR-ESP-EES 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 15-03-13 370 01 4370 1371329176 olr-springer 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 15-03-13 2017 01 DE-576 335687974X 00 --%%-- --%%-- --%%-- n Besitznachweis BSZ nur für Dateneinspielung, keine echte Lizenz vorhanden l01 28-02-13 2027 01 DE-105 3356879766 00 --%%-- --%%-- n --%%-- Campuslizenz l01 28-02-13 2050 01 DE-Zi4 3356879774 00 --%%-- --%%-- n --%%-- Elektronischer Volltext - Campuslizenz l01 28-02-13 2061 01 DE-520 3356879790 00 --%%-- eBook Springer n --%%-- eBook, Volltext nur im Campusnetz l01 28-02-13 2148 01 DE-950 3356879812 00 --%%-- eBook Springer --%%-- n Elektronischer Volltext - Campuslizenz l01 06-03-13 40 01 0007 Volltext, Campuszugriff http://dx.doi.org/10.1007/978-94-007-5377-8 40 01 0007 Volltext, Externer Zugriff http://han.sub.uni-goettingen.de/han/Springer-eBook-EarthEnvironmentalScience/dx.doi.org/10.1007/978-94-007-5377-8 40 01 0007 Dieser Titel ist Teil einer Datenbank http://www.bibliothek.uni-regensburg.de/dbinfo/frontdoor.php?titel_id=10159&bibid=SUBGO 60 01 0705 Volltextzugang Campus https://doi.org/10.1007/978-94-007-5377-8 62 01 0028 https://doi.org/10.1007/978-94-007-5377-8 65 01 0003 Volltextzugang Campus https://doi.org/10.1007/978-94-007-5377-8 110 01 3110 https://doi.org/10.1007/978-94-007-5377-8 120 01 0715 http://dx.doi.org/10.1007/978-94-007-5377-8 120 02 0715 http://49gbv-uob-primo.hosted.exlibrisgroup.com/openurl/49GBV_UOB/UOB_services_page?u.ignore_date_coverage=true&rft.mms_id=991016133786603501 120 03 0715 http://49gbv-uob-primo.hosted.exlibrisgroup.com/openurl/49GBV_UOB/UOB_services_page?u.ignore_date_coverage=true&rft.mms_id=991016133786603501 285 01 0517 E-books (Springer) https://doi.org/10.1007/978-94-007-5377-8 370 01 4370 E-Book: Zugriff im HCU-Netz. Zugriff von außerhalb nur für HCU-Angehörige möglich https://doi.org/10.1007/978-94-007-5377-8 2050 01 DE-Zi4 http://dx.doi.org/10.1007/978-94-007-5377-8 2061 01 DE-520 http://dx.doi.org/10.1007/978-94-007-5377-8 2148 01 DE-950 http://dx.doi.org/10.1007/978-94-007-5377-8 2027 01 DE-105 00 s ebook 120 00 DE-715 99 ww 120 01 0715 24291817 120 01 0715 YH 2020 40 01 0007 OLR-SPRINGER-EES 60 01 0705 SpringerLink 62 01 0028 OLR-EES 65 01 0003 OLR-SEB-ZDB-2-EES 110 01 3110 OLR-SEB 120 01 0715 OLR-ESP 120 02 0715 alma 120 03 0715 alma 285 01 0517 OLR-ESP-EES 370 01 4370 olr-springer 370 01 4370 2013.03.15 |
| allfields_unstemmed |
9789400753778 978-94-007-5377-8 10.1007/978-94-007-5377-8 doi (DE-627)165214837X (DE-576)379695928 (DE-599)BSZ379695928 (OCoLC)839974749 (DE-He213)978-94-007-5377-8 DE-627 ger DE-627 rakwb eng XA-NL TA1-2040 TN bicssc TEC009020 bisacsh Lavan, Oren verfasserin aut Seismic Behaviour and Design of Irregular and Complex Civil Structures edited by Oren Lavan, Mario De Stefano Dordrecht Springer 2013 Online-Ressource (XIV, 374 p. 206 illus., 91 illus. in color, digital) Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Geotechnical, Geological and Earthquake Engineering 24 SpringerLink Bücher "State-of-the-art version of paper presented at the 6th European Workshop on the Seismic Behaviour and Design of Irregular and Complex Civil Structures, held under the auspices of Task Group 8 (TG8) of the European Association for Earthquake Engineering in Haifa at the Technion-Israel Institute of Technologyduring September 2011"--Pref Includes bibliographical references and index Seismic Behaviour and Design of Irregular and Complex Civil Structures; Preface; Contents; Contributors; Part I: Ground Rotations, Angle of Incidence of Seismic Waves, and Their Effect on Structures; Chapter 1: An Investigation of an External Impact Conversion into the Strained Rotation Inside Ancient Boulder Structures (Solovky Islands, White Sea); 1.1 Introduction; 1.2 Experiment Description; 1.2.1 Methodology and Dams Description; 1.2.2 Observation of the Blocked Media Response to External Impacts: Pulses; 1.2.3 Blocked Media Response to an External Impact: Smooth Loads 1.2.4 Block Media Response to External Impact: Long-Term Impact1.3 Results; 1.4 Conclusions; References; Chapter 2: Numerical Analyses of Seismic Ground Rotations from the Wave Passage Effects; 2.1 Introduction; 2.2 Problem Statement; 2.3 Torsion from SH Waves; 2.4 Rocking from P and SV Wave Reflections; 2.4.1 P Wave Reflection; 2.4.2 SV Wave Reflection; 2.4.3 Derivation of Rocking Spectral Density from Joint Reflections of P and SV Waves; 2.5 Conclusions; References; Chapter 3: Impact of Seismic Rotational Components on Symmetric Structures; 3.1 Introduction 3.2 Estimation of the Rotational Components3.2.1 Estimation Method for Rotational Components; 3.2.2 Synthesized Rotational Components; 3.3 Contribution of Rotational Motions to Structural Response; 3.3.1 Response of 443-m-Tall Jin Mao Tower; 3.3.2 Response of 160-m-Height Reinforced Concrete Frame-Shear Wall Structure; 3.3.3 Response of 30-m-Height Monument; 3.4 Comparison of Two Kinds of Analyzed Results with Different Method; 3.4.1 Analyzed Result with Eurocode8 Method; 3.4.2 Analyzed Result with Theoretical Method (ANSYS Software); 3.4.3 Comparison of Two Kinds of Analyzed Results 3.5 ConclusionsReferences; Part II: Seismic Behaviour of Irregular Structures; Chapter 4: The Effect of Common Irregularities on the Seismic Performance of Existing RC Framed Buildings; 4.1 Introduction; 4.2 Sample Structure; 4.3 Considered Irregularities; 4.4 Seismic Response; 4.4.1 Incremental Dynamic Analysis; 4.4.2 The Seismic Input; 4.4.3 Assumed Limit States; 4.5 Obtained Results; 4.6 Conclusions; References; Chapter 5: Influence of the Variability of Concrete Mechanical Properties on the Seismic Response of Existing RC Framed Structures; 5.1 Introduction 5.2 Concrete Mechanical Properties5.2.1 Code Provisions; 5.2.2 Sample Structure; 5.2.2.1 Geometrical and Mechanical Characteristics; 5.2.2.2 Distribution of the Concrete Strength in the Columns; 5.2.3 Analytical Model; 5.3 Seismic Input; 5.4 Seismic Analysis; 5.4.1 Response Domain of the Sample Structure; 5.4.2 Comparison Between the EC8 Provisions and the Obtained Response Domain; 5.4.3 Comparison Between the FEMA Provisions and the Obtained Response Domain; 5.5 Conclusions; References; Chapter 6: Seismic Response of Irregular Industrial Steel Buildings; 6.1 Introduction 6.2 Building Studied and 3D Analysis Model From the Contents: Introduction - State of the art -- Strain and rotation seismic waves -- An investigation of an external impact conversion into the strained rotation inside ancient boulder structures (Solovky islands, White Sea) -- Numerical analysis of seismic ground rotations from the wave passage effects -- Effect of angle of incidence of seismic waves on the inelastic dynamic response of irregular R/C structures -- Impact of seismic rotational components on symmetric structures -- The effect of common irregularities on the seismic performance of existing RC framed buildings -- Influence of the variability of concrete mechanical properties on the seismic response of existing RC framed structures -- Seismic response of irregular industrial steel buildings. Structural irregularities are one of the most frequent causes of severe damages in buildings, as evidenced by the numerous earthquakes in recent years. This issue is of particular importance, since real structures are almost all irregular. Furthermore, structural irregularities depend on several factors often very difficult to predict. This book is an essential tool for understanding the problem of structural irregularities and provides the most up-to-date review on this topic, covering the aspects of ground rotations, analysis, design, control and monitoring of irregular structures. It includes 24 contributions from authors of 13 countries, giving a complete and international view of the problem Structural irregularities are one of the most frequent causes of severe damages in buildings, as evidenced by the numerous earthquakes in recent years. This issue is of particular importance, since real structures are almost all irregular. Furthermore, structural irregularities depend on several factors often very difficult to predict. This book is an essential tool for understanding the problem of structural irregularities and provides the most up-to-date review on this topic, covering the aspects of ground rotations, analysis, design, control and monitoring of irregular structures. It includes 24 contributions from authors of 13 countries, giving a complete and international view of the problem. Mechanical engineering Civil engineering Building construction Engineering Engineering Mechanical engineering Civil engineering Building construction De Stefano, Mario (DE-627)1259954595 (DE-576)189954590 oth 9789400753761 Buchausg. u.d.T. 978-94-007-5376-1 https://doi.org/10.1007/978-94-007-5377-8 Verlag Volltext http://dx.doi.org/10.1007/978-94-007-5377-8 Resolving-System lizenzpflichtig Volltext https://swbplus.bsz-bw.de/bsz379695928cov.jpg V:DE-576 X:springer image/jpeg 20130404105000 Cover (DE-627)737551593 ZDB-2-EES 2013 GBV_ILN_40 ISIL_DE-7 SYSFLAG_1 GBV_KXP GBV_ILN_60 ISIL_DE-705 GBV_ILN_62 ISIL_DE-28 GBV_ILN_65 ISIL_DE-3 GBV_ILN_110 ISIL_DE-Luen4 GBV_ILN_120 ISIL_DE-715 GBV_ILN_285 ISIL_DE-517 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2017 ISIL_DE-576 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2050 ISIL_DE-Zi4 GBV_ILN_2061 ISIL_DE-520 GBV_ILN_2148 ISIL_DE-950 GBV ExPruef BO 045F 624 045F 624.1/762 40 01 0007 137066544X OLR-SPRINGER-EES nl xsn 11-03-13 60 01 0705 1371337721 SpringerLink 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. Nur für Angehörige der HSU: Volltextzugang von außerhalb des Campus mit Anmeldung über Shibboleth mit Ihrer Bibliothekskennung z 15-03-13 62 01 0028 1371390347 OLR-EES 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. z 15-03-13 65 01 0003 1655670603 03 --%%-- ebook --%%-- --%%-- OLR-SEB-ZDB-2-EES 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. k3o 02-01-17 110 01 3110 4305021528 00 --%%-- --%%-- s --%%-- OLR-SEB 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 07-04-23 120 01 0715 1371379769 OLR-ESP 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. z 15-03-13 120 02 0715 1753942462 00 --%%-- --%%-- g --%%-- alma ww z 22-02-18 120 03 0715 3580246267 00 --%%-- --%%-- g --%%-- alma ww z 23-01-20 285 01 0517 1371388482 00 --%%-- --%%-- s --%%-- OLR-ESP-EES 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 15-03-13 370 01 4370 1371329176 olr-springer 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 15-03-13 2017 01 DE-576 335687974X 00 --%%-- --%%-- --%%-- n Besitznachweis BSZ nur für Dateneinspielung, keine echte Lizenz vorhanden l01 28-02-13 2027 01 DE-105 3356879766 00 --%%-- --%%-- n --%%-- Campuslizenz l01 28-02-13 2050 01 DE-Zi4 3356879774 00 --%%-- --%%-- n --%%-- Elektronischer Volltext - Campuslizenz l01 28-02-13 2061 01 DE-520 3356879790 00 --%%-- eBook Springer n --%%-- eBook, Volltext nur im Campusnetz l01 28-02-13 2148 01 DE-950 3356879812 00 --%%-- eBook Springer --%%-- n Elektronischer Volltext - Campuslizenz l01 06-03-13 40 01 0007 Volltext, Campuszugriff http://dx.doi.org/10.1007/978-94-007-5377-8 40 01 0007 Volltext, Externer Zugriff http://han.sub.uni-goettingen.de/han/Springer-eBook-EarthEnvironmentalScience/dx.doi.org/10.1007/978-94-007-5377-8 40 01 0007 Dieser Titel ist Teil einer Datenbank http://www.bibliothek.uni-regensburg.de/dbinfo/frontdoor.php?titel_id=10159&bibid=SUBGO 60 01 0705 Volltextzugang Campus https://doi.org/10.1007/978-94-007-5377-8 62 01 0028 https://doi.org/10.1007/978-94-007-5377-8 65 01 0003 Volltextzugang Campus https://doi.org/10.1007/978-94-007-5377-8 110 01 3110 https://doi.org/10.1007/978-94-007-5377-8 120 01 0715 http://dx.doi.org/10.1007/978-94-007-5377-8 120 02 0715 http://49gbv-uob-primo.hosted.exlibrisgroup.com/openurl/49GBV_UOB/UOB_services_page?u.ignore_date_coverage=true&rft.mms_id=991016133786603501 120 03 0715 http://49gbv-uob-primo.hosted.exlibrisgroup.com/openurl/49GBV_UOB/UOB_services_page?u.ignore_date_coverage=true&rft.mms_id=991016133786603501 285 01 0517 E-books (Springer) https://doi.org/10.1007/978-94-007-5377-8 370 01 4370 E-Book: Zugriff im HCU-Netz. Zugriff von außerhalb nur für HCU-Angehörige möglich https://doi.org/10.1007/978-94-007-5377-8 2050 01 DE-Zi4 http://dx.doi.org/10.1007/978-94-007-5377-8 2061 01 DE-520 http://dx.doi.org/10.1007/978-94-007-5377-8 2148 01 DE-950 http://dx.doi.org/10.1007/978-94-007-5377-8 2027 01 DE-105 00 s ebook 120 00 DE-715 99 ww 120 01 0715 24291817 120 01 0715 YH 2020 40 01 0007 OLR-SPRINGER-EES 60 01 0705 SpringerLink 62 01 0028 OLR-EES 65 01 0003 OLR-SEB-ZDB-2-EES 110 01 3110 OLR-SEB 120 01 0715 OLR-ESP 120 02 0715 alma 120 03 0715 alma 285 01 0517 OLR-ESP-EES 370 01 4370 olr-springer 370 01 4370 2013.03.15 |
| allfieldsGer |
9789400753778 978-94-007-5377-8 10.1007/978-94-007-5377-8 doi (DE-627)165214837X (DE-576)379695928 (DE-599)BSZ379695928 (OCoLC)839974749 (DE-He213)978-94-007-5377-8 DE-627 ger DE-627 rakwb eng XA-NL TA1-2040 TN bicssc TEC009020 bisacsh Lavan, Oren verfasserin aut Seismic Behaviour and Design of Irregular and Complex Civil Structures edited by Oren Lavan, Mario De Stefano Dordrecht Springer 2013 Online-Ressource (XIV, 374 p. 206 illus., 91 illus. in color, digital) Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Geotechnical, Geological and Earthquake Engineering 24 SpringerLink Bücher "State-of-the-art version of paper presented at the 6th European Workshop on the Seismic Behaviour and Design of Irregular and Complex Civil Structures, held under the auspices of Task Group 8 (TG8) of the European Association for Earthquake Engineering in Haifa at the Technion-Israel Institute of Technologyduring September 2011"--Pref Includes bibliographical references and index Seismic Behaviour and Design of Irregular and Complex Civil Structures; Preface; Contents; Contributors; Part I: Ground Rotations, Angle of Incidence of Seismic Waves, and Their Effect on Structures; Chapter 1: An Investigation of an External Impact Conversion into the Strained Rotation Inside Ancient Boulder Structures (Solovky Islands, White Sea); 1.1 Introduction; 1.2 Experiment Description; 1.2.1 Methodology and Dams Description; 1.2.2 Observation of the Blocked Media Response to External Impacts: Pulses; 1.2.3 Blocked Media Response to an External Impact: Smooth Loads 1.2.4 Block Media Response to External Impact: Long-Term Impact1.3 Results; 1.4 Conclusions; References; Chapter 2: Numerical Analyses of Seismic Ground Rotations from the Wave Passage Effects; 2.1 Introduction; 2.2 Problem Statement; 2.3 Torsion from SH Waves; 2.4 Rocking from P and SV Wave Reflections; 2.4.1 P Wave Reflection; 2.4.2 SV Wave Reflection; 2.4.3 Derivation of Rocking Spectral Density from Joint Reflections of P and SV Waves; 2.5 Conclusions; References; Chapter 3: Impact of Seismic Rotational Components on Symmetric Structures; 3.1 Introduction 3.2 Estimation of the Rotational Components3.2.1 Estimation Method for Rotational Components; 3.2.2 Synthesized Rotational Components; 3.3 Contribution of Rotational Motions to Structural Response; 3.3.1 Response of 443-m-Tall Jin Mao Tower; 3.3.2 Response of 160-m-Height Reinforced Concrete Frame-Shear Wall Structure; 3.3.3 Response of 30-m-Height Monument; 3.4 Comparison of Two Kinds of Analyzed Results with Different Method; 3.4.1 Analyzed Result with Eurocode8 Method; 3.4.2 Analyzed Result with Theoretical Method (ANSYS Software); 3.4.3 Comparison of Two Kinds of Analyzed Results 3.5 ConclusionsReferences; Part II: Seismic Behaviour of Irregular Structures; Chapter 4: The Effect of Common Irregularities on the Seismic Performance of Existing RC Framed Buildings; 4.1 Introduction; 4.2 Sample Structure; 4.3 Considered Irregularities; 4.4 Seismic Response; 4.4.1 Incremental Dynamic Analysis; 4.4.2 The Seismic Input; 4.4.3 Assumed Limit States; 4.5 Obtained Results; 4.6 Conclusions; References; Chapter 5: Influence of the Variability of Concrete Mechanical Properties on the Seismic Response of Existing RC Framed Structures; 5.1 Introduction 5.2 Concrete Mechanical Properties5.2.1 Code Provisions; 5.2.2 Sample Structure; 5.2.2.1 Geometrical and Mechanical Characteristics; 5.2.2.2 Distribution of the Concrete Strength in the Columns; 5.2.3 Analytical Model; 5.3 Seismic Input; 5.4 Seismic Analysis; 5.4.1 Response Domain of the Sample Structure; 5.4.2 Comparison Between the EC8 Provisions and the Obtained Response Domain; 5.4.3 Comparison Between the FEMA Provisions and the Obtained Response Domain; 5.5 Conclusions; References; Chapter 6: Seismic Response of Irregular Industrial Steel Buildings; 6.1 Introduction 6.2 Building Studied and 3D Analysis Model From the Contents: Introduction - State of the art -- Strain and rotation seismic waves -- An investigation of an external impact conversion into the strained rotation inside ancient boulder structures (Solovky islands, White Sea) -- Numerical analysis of seismic ground rotations from the wave passage effects -- Effect of angle of incidence of seismic waves on the inelastic dynamic response of irregular R/C structures -- Impact of seismic rotational components on symmetric structures -- The effect of common irregularities on the seismic performance of existing RC framed buildings -- Influence of the variability of concrete mechanical properties on the seismic response of existing RC framed structures -- Seismic response of irregular industrial steel buildings. Structural irregularities are one of the most frequent causes of severe damages in buildings, as evidenced by the numerous earthquakes in recent years. This issue is of particular importance, since real structures are almost all irregular. Furthermore, structural irregularities depend on several factors often very difficult to predict. This book is an essential tool for understanding the problem of structural irregularities and provides the most up-to-date review on this topic, covering the aspects of ground rotations, analysis, design, control and monitoring of irregular structures. It includes 24 contributions from authors of 13 countries, giving a complete and international view of the problem Structural irregularities are one of the most frequent causes of severe damages in buildings, as evidenced by the numerous earthquakes in recent years. This issue is of particular importance, since real structures are almost all irregular. Furthermore, structural irregularities depend on several factors often very difficult to predict. This book is an essential tool for understanding the problem of structural irregularities and provides the most up-to-date review on this topic, covering the aspects of ground rotations, analysis, design, control and monitoring of irregular structures. It includes 24 contributions from authors of 13 countries, giving a complete and international view of the problem. Mechanical engineering Civil engineering Building construction Engineering Engineering Mechanical engineering Civil engineering Building construction De Stefano, Mario (DE-627)1259954595 (DE-576)189954590 oth 9789400753761 Buchausg. u.d.T. 978-94-007-5376-1 https://doi.org/10.1007/978-94-007-5377-8 Verlag Volltext http://dx.doi.org/10.1007/978-94-007-5377-8 Resolving-System lizenzpflichtig Volltext https://swbplus.bsz-bw.de/bsz379695928cov.jpg V:DE-576 X:springer image/jpeg 20130404105000 Cover (DE-627)737551593 ZDB-2-EES 2013 GBV_ILN_40 ISIL_DE-7 SYSFLAG_1 GBV_KXP GBV_ILN_60 ISIL_DE-705 GBV_ILN_62 ISIL_DE-28 GBV_ILN_65 ISIL_DE-3 GBV_ILN_110 ISIL_DE-Luen4 GBV_ILN_120 ISIL_DE-715 GBV_ILN_285 ISIL_DE-517 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2017 ISIL_DE-576 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2050 ISIL_DE-Zi4 GBV_ILN_2061 ISIL_DE-520 GBV_ILN_2148 ISIL_DE-950 GBV ExPruef BO 045F 624 045F 624.1/762 40 01 0007 137066544X OLR-SPRINGER-EES nl xsn 11-03-13 60 01 0705 1371337721 SpringerLink 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. Nur für Angehörige der HSU: Volltextzugang von außerhalb des Campus mit Anmeldung über Shibboleth mit Ihrer Bibliothekskennung z 15-03-13 62 01 0028 1371390347 OLR-EES 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. z 15-03-13 65 01 0003 1655670603 03 --%%-- ebook --%%-- --%%-- OLR-SEB-ZDB-2-EES 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. k3o 02-01-17 110 01 3110 4305021528 00 --%%-- --%%-- s --%%-- OLR-SEB 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 07-04-23 120 01 0715 1371379769 OLR-ESP 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. z 15-03-13 120 02 0715 1753942462 00 --%%-- --%%-- g --%%-- alma ww z 22-02-18 120 03 0715 3580246267 00 --%%-- --%%-- g --%%-- alma ww z 23-01-20 285 01 0517 1371388482 00 --%%-- --%%-- s --%%-- OLR-ESP-EES 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 15-03-13 370 01 4370 1371329176 olr-springer 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 15-03-13 2017 01 DE-576 335687974X 00 --%%-- --%%-- --%%-- n Besitznachweis BSZ nur für Dateneinspielung, keine echte Lizenz vorhanden l01 28-02-13 2027 01 DE-105 3356879766 00 --%%-- --%%-- n --%%-- Campuslizenz l01 28-02-13 2050 01 DE-Zi4 3356879774 00 --%%-- --%%-- n --%%-- Elektronischer Volltext - Campuslizenz l01 28-02-13 2061 01 DE-520 3356879790 00 --%%-- eBook Springer n --%%-- eBook, Volltext nur im Campusnetz l01 28-02-13 2148 01 DE-950 3356879812 00 --%%-- eBook Springer --%%-- n Elektronischer Volltext - Campuslizenz l01 06-03-13 40 01 0007 Volltext, Campuszugriff http://dx.doi.org/10.1007/978-94-007-5377-8 40 01 0007 Volltext, Externer Zugriff http://han.sub.uni-goettingen.de/han/Springer-eBook-EarthEnvironmentalScience/dx.doi.org/10.1007/978-94-007-5377-8 40 01 0007 Dieser Titel ist Teil einer Datenbank http://www.bibliothek.uni-regensburg.de/dbinfo/frontdoor.php?titel_id=10159&bibid=SUBGO 60 01 0705 Volltextzugang Campus https://doi.org/10.1007/978-94-007-5377-8 62 01 0028 https://doi.org/10.1007/978-94-007-5377-8 65 01 0003 Volltextzugang Campus https://doi.org/10.1007/978-94-007-5377-8 110 01 3110 https://doi.org/10.1007/978-94-007-5377-8 120 01 0715 http://dx.doi.org/10.1007/978-94-007-5377-8 120 02 0715 http://49gbv-uob-primo.hosted.exlibrisgroup.com/openurl/49GBV_UOB/UOB_services_page?u.ignore_date_coverage=true&rft.mms_id=991016133786603501 120 03 0715 http://49gbv-uob-primo.hosted.exlibrisgroup.com/openurl/49GBV_UOB/UOB_services_page?u.ignore_date_coverage=true&rft.mms_id=991016133786603501 285 01 0517 E-books (Springer) https://doi.org/10.1007/978-94-007-5377-8 370 01 4370 E-Book: Zugriff im HCU-Netz. Zugriff von außerhalb nur für HCU-Angehörige möglich https://doi.org/10.1007/978-94-007-5377-8 2050 01 DE-Zi4 http://dx.doi.org/10.1007/978-94-007-5377-8 2061 01 DE-520 http://dx.doi.org/10.1007/978-94-007-5377-8 2148 01 DE-950 http://dx.doi.org/10.1007/978-94-007-5377-8 2027 01 DE-105 00 s ebook 120 00 DE-715 99 ww 120 01 0715 24291817 120 01 0715 YH 2020 40 01 0007 OLR-SPRINGER-EES 60 01 0705 SpringerLink 62 01 0028 OLR-EES 65 01 0003 OLR-SEB-ZDB-2-EES 110 01 3110 OLR-SEB 120 01 0715 OLR-ESP 120 02 0715 alma 120 03 0715 alma 285 01 0517 OLR-ESP-EES 370 01 4370 olr-springer 370 01 4370 2013.03.15 |
| allfieldsSound |
9789400753778 978-94-007-5377-8 10.1007/978-94-007-5377-8 doi (DE-627)165214837X (DE-576)379695928 (DE-599)BSZ379695928 (OCoLC)839974749 (DE-He213)978-94-007-5377-8 DE-627 ger DE-627 rakwb eng XA-NL TA1-2040 TN bicssc TEC009020 bisacsh Lavan, Oren verfasserin aut Seismic Behaviour and Design of Irregular and Complex Civil Structures edited by Oren Lavan, Mario De Stefano Dordrecht Springer 2013 Online-Ressource (XIV, 374 p. 206 illus., 91 illus. in color, digital) Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Geotechnical, Geological and Earthquake Engineering 24 SpringerLink Bücher "State-of-the-art version of paper presented at the 6th European Workshop on the Seismic Behaviour and Design of Irregular and Complex Civil Structures, held under the auspices of Task Group 8 (TG8) of the European Association for Earthquake Engineering in Haifa at the Technion-Israel Institute of Technologyduring September 2011"--Pref Includes bibliographical references and index Seismic Behaviour and Design of Irregular and Complex Civil Structures; Preface; Contents; Contributors; Part I: Ground Rotations, Angle of Incidence of Seismic Waves, and Their Effect on Structures; Chapter 1: An Investigation of an External Impact Conversion into the Strained Rotation Inside Ancient Boulder Structures (Solovky Islands, White Sea); 1.1 Introduction; 1.2 Experiment Description; 1.2.1 Methodology and Dams Description; 1.2.2 Observation of the Blocked Media Response to External Impacts: Pulses; 1.2.3 Blocked Media Response to an External Impact: Smooth Loads 1.2.4 Block Media Response to External Impact: Long-Term Impact1.3 Results; 1.4 Conclusions; References; Chapter 2: Numerical Analyses of Seismic Ground Rotations from the Wave Passage Effects; 2.1 Introduction; 2.2 Problem Statement; 2.3 Torsion from SH Waves; 2.4 Rocking from P and SV Wave Reflections; 2.4.1 P Wave Reflection; 2.4.2 SV Wave Reflection; 2.4.3 Derivation of Rocking Spectral Density from Joint Reflections of P and SV Waves; 2.5 Conclusions; References; Chapter 3: Impact of Seismic Rotational Components on Symmetric Structures; 3.1 Introduction 3.2 Estimation of the Rotational Components3.2.1 Estimation Method for Rotational Components; 3.2.2 Synthesized Rotational Components; 3.3 Contribution of Rotational Motions to Structural Response; 3.3.1 Response of 443-m-Tall Jin Mao Tower; 3.3.2 Response of 160-m-Height Reinforced Concrete Frame-Shear Wall Structure; 3.3.3 Response of 30-m-Height Monument; 3.4 Comparison of Two Kinds of Analyzed Results with Different Method; 3.4.1 Analyzed Result with Eurocode8 Method; 3.4.2 Analyzed Result with Theoretical Method (ANSYS Software); 3.4.3 Comparison of Two Kinds of Analyzed Results 3.5 ConclusionsReferences; Part II: Seismic Behaviour of Irregular Structures; Chapter 4: The Effect of Common Irregularities on the Seismic Performance of Existing RC Framed Buildings; 4.1 Introduction; 4.2 Sample Structure; 4.3 Considered Irregularities; 4.4 Seismic Response; 4.4.1 Incremental Dynamic Analysis; 4.4.2 The Seismic Input; 4.4.3 Assumed Limit States; 4.5 Obtained Results; 4.6 Conclusions; References; Chapter 5: Influence of the Variability of Concrete Mechanical Properties on the Seismic Response of Existing RC Framed Structures; 5.1 Introduction 5.2 Concrete Mechanical Properties5.2.1 Code Provisions; 5.2.2 Sample Structure; 5.2.2.1 Geometrical and Mechanical Characteristics; 5.2.2.2 Distribution of the Concrete Strength in the Columns; 5.2.3 Analytical Model; 5.3 Seismic Input; 5.4 Seismic Analysis; 5.4.1 Response Domain of the Sample Structure; 5.4.2 Comparison Between the EC8 Provisions and the Obtained Response Domain; 5.4.3 Comparison Between the FEMA Provisions and the Obtained Response Domain; 5.5 Conclusions; References; Chapter 6: Seismic Response of Irregular Industrial Steel Buildings; 6.1 Introduction 6.2 Building Studied and 3D Analysis Model From the Contents: Introduction - State of the art -- Strain and rotation seismic waves -- An investigation of an external impact conversion into the strained rotation inside ancient boulder structures (Solovky islands, White Sea) -- Numerical analysis of seismic ground rotations from the wave passage effects -- Effect of angle of incidence of seismic waves on the inelastic dynamic response of irregular R/C structures -- Impact of seismic rotational components on symmetric structures -- The effect of common irregularities on the seismic performance of existing RC framed buildings -- Influence of the variability of concrete mechanical properties on the seismic response of existing RC framed structures -- Seismic response of irregular industrial steel buildings. Structural irregularities are one of the most frequent causes of severe damages in buildings, as evidenced by the numerous earthquakes in recent years. This issue is of particular importance, since real structures are almost all irregular. Furthermore, structural irregularities depend on several factors often very difficult to predict. This book is an essential tool for understanding the problem of structural irregularities and provides the most up-to-date review on this topic, covering the aspects of ground rotations, analysis, design, control and monitoring of irregular structures. It includes 24 contributions from authors of 13 countries, giving a complete and international view of the problem Structural irregularities are one of the most frequent causes of severe damages in buildings, as evidenced by the numerous earthquakes in recent years. This issue is of particular importance, since real structures are almost all irregular. Furthermore, structural irregularities depend on several factors often very difficult to predict. This book is an essential tool for understanding the problem of structural irregularities and provides the most up-to-date review on this topic, covering the aspects of ground rotations, analysis, design, control and monitoring of irregular structures. It includes 24 contributions from authors of 13 countries, giving a complete and international view of the problem. Mechanical engineering Civil engineering Building construction Engineering Engineering Mechanical engineering Civil engineering Building construction De Stefano, Mario (DE-627)1259954595 (DE-576)189954590 oth 9789400753761 Buchausg. u.d.T. 978-94-007-5376-1 https://doi.org/10.1007/978-94-007-5377-8 Verlag Volltext http://dx.doi.org/10.1007/978-94-007-5377-8 Resolving-System lizenzpflichtig Volltext https://swbplus.bsz-bw.de/bsz379695928cov.jpg V:DE-576 X:springer image/jpeg 20130404105000 Cover (DE-627)737551593 ZDB-2-EES 2013 GBV_ILN_40 ISIL_DE-7 SYSFLAG_1 GBV_KXP GBV_ILN_60 ISIL_DE-705 GBV_ILN_62 ISIL_DE-28 GBV_ILN_65 ISIL_DE-3 GBV_ILN_110 ISIL_DE-Luen4 GBV_ILN_120 ISIL_DE-715 GBV_ILN_285 ISIL_DE-517 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2017 ISIL_DE-576 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2050 ISIL_DE-Zi4 GBV_ILN_2061 ISIL_DE-520 GBV_ILN_2148 ISIL_DE-950 GBV ExPruef BO 045F 624 045F 624.1/762 40 01 0007 137066544X OLR-SPRINGER-EES nl xsn 11-03-13 60 01 0705 1371337721 SpringerLink Vervielfältigungen (z.B. 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Preface; Contents; Contributors; Part I: Ground Rotations, Angle of Incidence of Seismic Waves, and Their Effect on Structures; Chapter 1: An Investigation of an External Impact Conversion into the Strained Rotation Inside Ancient Boulder Structures (Solovky Islands, White Sea); 1.1 Introduction; 1.2 Experiment Description; 1.2.1 Methodology and Dams Description; 1.2.2 Observation of the Blocked Media Response to External Impacts: Pulses; 1.2.3 Blocked Media Response to an External Impact: Smooth Loads</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">1.2.4 Block Media Response to External Impact: Long-Term Impact1.3 Results; 1.4 Conclusions; References; Chapter 2: Numerical Analyses of Seismic Ground Rotations from the Wave Passage Effects; 2.1 Introduction; 2.2 Problem Statement; 2.3 Torsion from SH Waves; 2.4 Rocking from P and SV Wave Reflections; 2.4.1 P Wave Reflection; 2.4.2 SV Wave Reflection; 2.4.3 Derivation of Rocking Spectral Density from Joint Reflections of P and SV Waves; 2.5 Conclusions; References; Chapter 3: Impact of Seismic Rotational Components on Symmetric Structures; 3.1 Introduction</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">3.2 Estimation of the Rotational Components3.2.1 Estimation Method for Rotational Components; 3.2.2 Synthesized Rotational Components; 3.3 Contribution of Rotational Motions to Structural Response; 3.3.1 Response of 443-m-Tall Jin Mao Tower; 3.3.2 Response of 160-m-Height Reinforced Concrete Frame-Shear Wall Structure; 3.3.3 Response of 30-m-Height Monument; 3.4 Comparison of Two Kinds of Analyzed Results with Different Method; 3.4.1 Analyzed Result with Eurocode8 Method; 3.4.2 Analyzed Result with Theoretical Method (ANSYS Software); 3.4.3 Comparison of Two Kinds of Analyzed Results</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">3.5 ConclusionsReferences; Part II: Seismic Behaviour of Irregular Structures; Chapter 4: The Effect of Common Irregularities on the Seismic Performance of Existing RC Framed Buildings; 4.1 Introduction; 4.2 Sample Structure; 4.3 Considered Irregularities; 4.4 Seismic Response; 4.4.1 Incremental Dynamic Analysis; 4.4.2 The Seismic Input; 4.4.3 Assumed Limit States; 4.5 Obtained Results; 4.6 Conclusions; References; Chapter 5: Influence of the Variability of Concrete Mechanical Properties on the Seismic Response of Existing RC Framed Structures; 5.1 Introduction</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">5.2 Concrete Mechanical Properties5.2.1 Code Provisions; 5.2.2 Sample Structure; 5.2.2.1 Geometrical and Mechanical Characteristics; 5.2.2.2 Distribution of the Concrete Strength in the Columns; 5.2.3 Analytical Model; 5.3 Seismic Input; 5.4 Seismic Analysis; 5.4.1 Response Domain of the Sample Structure; 5.4.2 Comparison Between the EC8 Provisions and the Obtained Response Domain; 5.4.3 Comparison Between the FEMA Provisions and the Obtained Response Domain; 5.5 Conclusions; References; Chapter 6: Seismic Response of Irregular Industrial Steel Buildings; 6.1 Introduction</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">6.2 Building Studied and 3D Analysis Model</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">From the Contents: Introduction - State of the art -- Strain and rotation seismic waves -- An investigation of an external impact conversion into the strained rotation inside ancient boulder structures (Solovky islands, White Sea) -- Numerical analysis of seismic ground rotations from the wave passage effects -- Effect of angle of incidence of seismic waves on the inelastic dynamic response of irregular R/C structures -- Impact of seismic rotational components on symmetric structures -- The effect of common irregularities on the seismic performance of existing RC framed buildings -- Influence of the variability of concrete mechanical properties on the seismic response of existing RC framed structures -- Seismic response of irregular industrial steel buildings.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Structural irregularities are one of the most frequent causes of severe damages in buildings, as evidenced by the numerous earthquakes in recent years. 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Lavan, Oren |
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Lavan, Oren Seismic Behaviour and Design of Irregular and Complex Civil Structures; Preface; Contents; Contributors; Part I: Ground Rotations, Angle of Incidence of Seismic Waves, and Their Effect on Structures; Chapter 1: An Investigation of an External Impact Conversion into the Strained Rotation Inside Ancient Boulder Structures (Solovky Islands, White Sea); 1.1 Introduction; 1.2 Experiment Description; 1.2.1 Methodology and Dams Description; 1.2.2 Observation of the Blocked Media Response to External Impacts: Pulses; 1.2.3 Blocked Media Response to an External Impact: Smooth Loads 1.2.4 Block Media Response to External Impact: Long-Term Impact1.3 Results; 1.4 Conclusions; References; Chapter 2: Numerical Analyses of Seismic Ground Rotations from the Wave Passage Effects; 2.1 Introduction; 2.2 Problem Statement; 2.3 Torsion from SH Waves; 2.4 Rocking from P and SV Wave Reflections; 2.4.1 P Wave Reflection; 2.4.2 SV Wave Reflection; 2.4.3 Derivation of Rocking Spectral Density from Joint Reflections of P and SV Waves; 2.5 Conclusions; References; Chapter 3: Impact of Seismic Rotational Components on Symmetric Structures; 3.1 Introduction 3.2 Estimation of the Rotational Components3.2.1 Estimation Method for Rotational Components; 3.2.2 Synthesized Rotational Components; 3.3 Contribution of Rotational Motions to Structural Response; 3.3.1 Response of 443-m-Tall Jin Mao Tower; 3.3.2 Response of 160-m-Height Reinforced Concrete Frame-Shear Wall Structure; 3.3.3 Response of 30-m-Height Monument; 3.4 Comparison of Two Kinds of Analyzed Results with Different Method; 3.4.1 Analyzed Result with Eurocode8 Method; 3.4.2 Analyzed Result with Theoretical Method (ANSYS Software); 3.4.3 Comparison of Two Kinds of Analyzed Results 3.5 ConclusionsReferences; Part II: Seismic Behaviour of Irregular Structures; Chapter 4: The Effect of Common Irregularities on the Seismic Performance of Existing RC Framed Buildings; 4.1 Introduction; 4.2 Sample Structure; 4.3 Considered Irregularities; 4.4 Seismic Response; 4.4.1 Incremental Dynamic Analysis; 4.4.2 The Seismic Input; 4.4.3 Assumed Limit States; 4.5 Obtained Results; 4.6 Conclusions; References; Chapter 5: Influence of the Variability of Concrete Mechanical Properties on the Seismic Response of Existing RC Framed Structures; 5.1 Introduction 5.2 Concrete Mechanical Properties5.2.1 Code Provisions; 5.2.2 Sample Structure; 5.2.2.1 Geometrical and Mechanical Characteristics; 5.2.2.2 Distribution of the Concrete Strength in the Columns; 5.2.3 Analytical Model; 5.3 Seismic Input; 5.4 Seismic Analysis; 5.4.1 Response Domain of the Sample Structure; 5.4.2 Comparison Between the EC8 Provisions and the Obtained Response Domain; 5.4.3 Comparison Between the FEMA Provisions and the Obtained Response Domain; 5.5 Conclusions; References; Chapter 6: Seismic Response of Irregular Industrial Steel Buildings; 6.1 Introduction 6.2 Building Studied and 3D Analysis Model From the Contents: Introduction - State of the art -- Strain and rotation seismic waves -- An investigation of an external impact conversion into the strained rotation inside ancient boulder structures (Solovky islands, White Sea) -- Numerical analysis of seismic ground rotations from the wave passage effects -- Effect of angle of incidence of seismic waves on the inelastic dynamic response of irregular R/C structures -- Impact of seismic rotational components on symmetric structures -- The effect of common irregularities on the seismic performance of existing RC framed buildings -- Influence of the variability of concrete mechanical properties on the seismic response of existing RC framed structures -- Seismic response of irregular industrial steel buildings. misc TA1-2040 misc Mechanical engineering misc Civil engineering misc Building construction misc Engineering 2027 ebook Seismic Behaviour and Design of Irregular and Complex Civil Structures |
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Seismic Behaviour and Design of Irregular and Complex Civil Structures; Preface; Contents; Contributors; Part I: Ground Rotations, Angle of Incidence of Seismic Waves, and Their Effect on Structures; Chapter 1: An Investigation of an External Impact Conversion into the Strained Rotation Inside Ancient Boulder Structures (Solovky Islands, White Sea); 1.1 Introduction; 1.2 Experiment Description; 1.2.1 Methodology and Dams Description; 1.2.2 Observation of the Blocked Media Response to External Impacts: Pulses; 1.2.3 Blocked Media Response to an External Impact: Smooth Loads 1.2.4 Block Media Response to External Impact: Long-Term Impact1.3 Results; 1.4 Conclusions; References; Chapter 2: Numerical Analyses of Seismic Ground Rotations from the Wave Passage Effects; 2.1 Introduction; 2.2 Problem Statement; 2.3 Torsion from SH Waves; 2.4 Rocking from P and SV Wave Reflections; 2.4.1 P Wave Reflection; 2.4.2 SV Wave Reflection; 2.4.3 Derivation of Rocking Spectral Density from Joint Reflections of P and SV Waves; 2.5 Conclusions; References; Chapter 3: Impact of Seismic Rotational Components on Symmetric Structures; 3.1 Introduction 3.2 Estimation of the Rotational Components3.2.1 Estimation Method for Rotational Components; 3.2.2 Synthesized Rotational Components; 3.3 Contribution of Rotational Motions to Structural Response; 3.3.1 Response of 443-m-Tall Jin Mao Tower; 3.3.2 Response of 160-m-Height Reinforced Concrete Frame-Shear Wall Structure; 3.3.3 Response of 30-m-Height Monument; 3.4 Comparison of Two Kinds of Analyzed Results with Different Method; 3.4.1 Analyzed Result with Eurocode8 Method; 3.4.2 Analyzed Result with Theoretical Method (ANSYS Software); 3.4.3 Comparison of Two Kinds of Analyzed Results 3.5 ConclusionsReferences; Part II: Seismic Behaviour of Irregular Structures; Chapter 4: The Effect of Common Irregularities on the Seismic Performance of Existing RC Framed Buildings; 4.1 Introduction; 4.2 Sample Structure; 4.3 Considered Irregularities; 4.4 Seismic Response; 4.4.1 Incremental Dynamic Analysis; 4.4.2 The Seismic Input; 4.4.3 Assumed Limit States; 4.5 Obtained Results; 4.6 Conclusions; References; Chapter 5: Influence of the Variability of Concrete Mechanical Properties on the Seismic Response of Existing RC Framed Structures; 5.1 Introduction 5.2 Concrete Mechanical Properties5.2.1 Code Provisions; 5.2.2 Sample Structure; 5.2.2.1 Geometrical and Mechanical Characteristics; 5.2.2.2 Distribution of the Concrete Strength in the Columns; 5.2.3 Analytical Model; 5.3 Seismic Input; 5.4 Seismic Analysis; 5.4.1 Response Domain of the Sample Structure; 5.4.2 Comparison Between the EC8 Provisions and the Obtained Response Domain; 5.4.3 Comparison Between the FEMA Provisions and the Obtained Response Domain; 5.5 Conclusions; References; Chapter 6: Seismic Response of Irregular Industrial Steel Buildings; 6.1 Introduction 6.2 Building Studied and 3D Analysis Model From the Contents: Introduction - State of the art -- Strain and rotation seismic waves -- An investigation of an external impact conversion into the strained rotation inside ancient boulder structures (Solovky islands, White Sea) -- Numerical analysis of seismic ground rotations from the wave passage effects -- Effect of angle of incidence of seismic waves on the inelastic dynamic response of irregular R/C structures -- Impact of seismic rotational components on symmetric structures -- The effect of common irregularities on the seismic performance of existing RC framed buildings -- Influence of the variability of concrete mechanical properties on the seismic response of existing RC framed structures -- Seismic response of irregular industrial steel buildings. |
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Seismic Behaviour and Design of Irregular and Complex Civil Structures |
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Structural irregularities are one of the most frequent causes of severe damages in buildings, as evidenced by the numerous earthquakes in recent years. This issue is of particular importance, since real structures are almost all irregular. Furthermore, structural irregularities depend on several factors often very difficult to predict. This book is an essential tool for understanding the problem of structural irregularities and provides the most up-to-date review on this topic, covering the aspects of ground rotations, analysis, design, control and monitoring of irregular structures. It includes 24 contributions from authors of 13 countries, giving a complete and international view of the problem Structural irregularities are one of the most frequent causes of severe damages in buildings, as evidenced by the numerous earthquakes in recent years. This issue is of particular importance, since real structures are almost all irregular. Furthermore, structural irregularities depend on several factors often very difficult to predict. This book is an essential tool for understanding the problem of structural irregularities and provides the most up-to-date review on this topic, covering the aspects of ground rotations, analysis, design, control and monitoring of irregular structures. It includes 24 contributions from authors of 13 countries, giving a complete and international view of the problem. "State-of-the-art version of paper presented at the 6th European Workshop on the Seismic Behaviour and Design of Irregular and Complex Civil Structures, held under the auspices of Task Group 8 (TG8) of the European Association for Earthquake Engineering in Haifa at the Technion-Israel Institute of Technologyduring September 2011"--Pref Includes bibliographical references and index |
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Structural irregularities are one of the most frequent causes of severe damages in buildings, as evidenced by the numerous earthquakes in recent years. This issue is of particular importance, since real structures are almost all irregular. Furthermore, structural irregularities depend on several factors often very difficult to predict. This book is an essential tool for understanding the problem of structural irregularities and provides the most up-to-date review on this topic, covering the aspects of ground rotations, analysis, design, control and monitoring of irregular structures. It includes 24 contributions from authors of 13 countries, giving a complete and international view of the problem Structural irregularities are one of the most frequent causes of severe damages in buildings, as evidenced by the numerous earthquakes in recent years. This issue is of particular importance, since real structures are almost all irregular. Furthermore, structural irregularities depend on several factors often very difficult to predict. This book is an essential tool for understanding the problem of structural irregularities and provides the most up-to-date review on this topic, covering the aspects of ground rotations, analysis, design, control and monitoring of irregular structures. It includes 24 contributions from authors of 13 countries, giving a complete and international view of the problem. "State-of-the-art version of paper presented at the 6th European Workshop on the Seismic Behaviour and Design of Irregular and Complex Civil Structures, held under the auspices of Task Group 8 (TG8) of the European Association for Earthquake Engineering in Haifa at the Technion-Israel Institute of Technologyduring September 2011"--Pref Includes bibliographical references and index |
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Structural irregularities are one of the most frequent causes of severe damages in buildings, as evidenced by the numerous earthquakes in recent years. This issue is of particular importance, since real structures are almost all irregular. Furthermore, structural irregularities depend on several factors often very difficult to predict. This book is an essential tool for understanding the problem of structural irregularities and provides the most up-to-date review on this topic, covering the aspects of ground rotations, analysis, design, control and monitoring of irregular structures. It includes 24 contributions from authors of 13 countries, giving a complete and international view of the problem Structural irregularities are one of the most frequent causes of severe damages in buildings, as evidenced by the numerous earthquakes in recent years. This issue is of particular importance, since real structures are almost all irregular. Furthermore, structural irregularities depend on several factors often very difficult to predict. This book is an essential tool for understanding the problem of structural irregularities and provides the most up-to-date review on this topic, covering the aspects of ground rotations, analysis, design, control and monitoring of irregular structures. It includes 24 contributions from authors of 13 countries, giving a complete and international view of the problem. "State-of-the-art version of paper presented at the 6th European Workshop on the Seismic Behaviour and Design of Irregular and Complex Civil Structures, held under the auspices of Task Group 8 (TG8) of the European Association for Earthquake Engineering in Haifa at the Technion-Israel Institute of Technologyduring September 2011"--Pref Includes bibliographical references and index |
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Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt.</subfield><subfield code="y">z</subfield><subfield code="z">15-03-13</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">65</subfield><subfield code="1">01</subfield><subfield code="x">0003</subfield><subfield code="b">1655670603</subfield><subfield code="c">03</subfield><subfield code="f">--%%--</subfield><subfield code="d">ebook</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="h">OLR-SEB-ZDB-2-EES</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">k3o</subfield><subfield code="z">02-01-17</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">110</subfield><subfield code="1">01</subfield><subfield code="x">3110</subfield><subfield code="b">4305021528</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">s</subfield><subfield code="j">--%%--</subfield><subfield code="h">OLR-SEB</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. 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