Finite Elemente in der Baustatik : Statik und Dynamik der Stab- und Flächentragwerke ; mit 43 Tabellen
Gespeichert in:
| Autor*in: |
Werkle, Horst - 1950- [verfasserIn] |
|---|
| Format: |
Buch |
|---|---|
| Sprache: |
Deutsch |
| Erschienen: |
Wiesbaden: Vieweg ; 2008 |
|---|---|
| Ausgabe: |
3., aktualisierte und erw. Aufl. |
| Schlagwörter: | |
|---|---|
| Formangabe: |
Lehrbuch |
| Systematik: |
|
|---|
| Umfang: |
XIII, 599 S. ; graph. Darst. ; 240 mm x 170 mm |
|---|
| Weitere Ausgabe: |
Online-Ausg.: Finite Elemente in der Baustatik - Wiesbaden : Friedr. Vieweg & Sohn Verlag | GWV Fachverlage GmbH, Wiesbaden, 2008 Erscheint auch als Online-Ausgabe: Finite Elemente in der Baustatik - Wiesbaden : Friedr. Vieweg & Sohn Verlag | GWV Fachverlage GmbH, Wiesbaden, 2008 |
|---|
| Reihe: |
Vieweg - Praxis |
|---|
| Links: | |
|---|---|
| ISBN: |
3-528-28882-5 978-3-528-28882-2 |
| Katalog-ID: |
517430428 |
|---|
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Aufl. --%%-- --%%-- l01 05-01-11 2006 01 DE-14 3077345714 00 --%%-- --%%-- --%%-- --%%-- l01 04-01-08 2015 01 DE-93 307734579X 00 --%%-- --%%-- --%%-- l l01 13-11-07 2016 01 DE-93-137 3077345919 00 --%%-- T 116 p --%%-- Inv.Nr. 10/I/2797 l01 12-09-08 2048 01 DE-Zwi2 3077345994 00 --%%-- 73 911 --%%-- --%%-- l01 29-01-08 2057 01 DE-L189 3077346079 00 --%%-- --%%-- --%%-- --%%-- l01 08-02-08 2061 01 DE-520 3077346249 00 --%%-- ZI 3310-08 0254 --%%-- --%%-- l01 28-01-08 2112 01 DE-1033 307734632X 00 --%%-- CE 007 p --%%-- l01 17-01-08 2116 01 DE-949 3077346400 00 --%%-- --%%-- --%%-- --%%-- l01 15-02-08 105 00 DE-841 https://portal.dnb.de/opac/mvb/cover?isbn=978-3-528-28882-2 111 00 DE-963 00 Finite-Elemente-Methode 111 00 DE-963 01 Baustatik 136 00 DE-Wis1 00 Baustatik 136 00 DE-Wis1 01 Finite-Elemente-Methode 136 00 DE-Wis1 02 Stabwerk 136 00 DE-Wis1 03 Stabtragwerk 136 00 DE-Wis1 04 Flächentragwerk 63 00 DE-Wim2 00 Sa 2100 105 00 DE-841 00 WF 230 111 00 DE-963 00 tec 220 136 00 DE-Wis1 00 F:D1a.bb 136 00 DE-Wis1 01 F:D1a.aa 136 00 DE-Wis1 02 F:D1a.bb3 2057 01 DE-L189 00 (DE-627)1295969947 DK 624.04 r-blau 2057 01 DE-L189 01 (DE-627)1290605777 DK 624.04 2057 01 DE-L189 02 (DE-627)1290605106 DK 624.072.2 2057 01 DE-L189 03 (DE-627)1291779132 DK 624.073 2061 01 DE-520 00 (DE-627)1291180370 ZI 3310 20 01 0084 84$028742641 20 02 0084 84$029138393 21 01 0046 46B$001233203 23 01 0830 830$28310484 62 01 0028 28$009570497 62 02 0028 28$00957042X 62 03 0028 28$009570322 63 01 3401 WIM2$004147928 63 02 3401 WIM2$003957403 63 03 3401 WIM2$003957381 63 04 3401 WIM2$003957373 63 05 3401 WIM2$00395739X 63 06 3401 WIM2$003957411 63 07 3401 WIM2$003957349 63 08 3401 WIM2$003957330 63 09 3401 WIM2$00395742X 63 10 3401 WIM2$003957357 63 11 3401 WIM2$003957446 63 12 3401 WIM2$003957438 70 01 0089 89$131060295 70 02 0089 89$131060309 105 01 0841 841$0002131870 111 01 961/6 963$0068241 136 01 3526 WIS1$2104113 136 02 3526 WIS1$2104121 136 03 3526 WIS1$210413X 136 04 3526 WIS1$2104148 136 05 3526 WIS1$2489988 213 01 0551 551$1803379 370 01 4370 BA051856 370 02 4370 BA054147 21 01 0046 110891 23 01 0830 2008-04103 62 01 0028 2008.21418 62 02 0028 2008.21419 62 03 0028 2008.21420 105 01 0841 2017 A 301 111 01 961/6 09.276 370 01 4370 08.244 370 02 4370 08.0813 2005 01 DE-Sa16 A-10/0664 62 01 0028 ACQ 370 01 4370 umsys 23 01 0830 2008.09.29 213 01 0551 bw 200801 |
| spelling |
06,N39,0768 dnb 06,N39,0768 dnb 981122612 DE-101 3528288825 Pb. : ca. EUR 39.90 3-528-28882-5 9783528288822 : Pb. : ca. EUR 39.90 978-3-528-28882-2 9783528288822 (DE-627)517430428 (DE-576)257272291 (DE-599)GBV517430428 (OCoLC)244077767 (OCoLC)244077767 (AT-OBV)AC05763799 DE-627 ger DE-627 rakwb ger XA-DE-HE 690 624.1710151825 620 690 ZI 3330 rvk (DE-625)rvk/156382: ZI 3310 rvk (DE-625)rvk/156381: 50.31 bkl 31.76 bkl Werkle, Horst 1950- verfasserin (DE-588)1163768979 (DE-627)1028131232 (DE-576)508211670 aut Finite Elemente in der Baustatik Statik und Dynamik der Stab- und Flächentragwerke ; mit 43 Tabellen Horst Werkle 3., aktualisierte und erw. Aufl. Wiesbaden Vieweg 2008 XIII, 599 S. graph. Darst. 240 mm x 170 mm Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier Vieweg - Praxis Literaturverz. S. 569 - 588 Archivierung prüfen 20240324 DE-4165 2 pdager Lehrbuch (DE-588)4123623-3 (DE-627)104270187 (DE-576)209561262 gnd-content s (DE-588)4112679-8 (DE-627)105835463 (DE-576)209469951 Baustatik gnd s (DE-588)4017233-8 (DE-627)106330640 (DE-576)208918914 Finite-Elemente-Methode gnd DE-101 s (DE-588)4056702-3 (DE-627)106154079 (DE-576)20911858X Stabwerk gnd s (DE-588)4017399-9 (DE-627)106329855 (DE-576)208919821 Flächentragwerk gnd (DE-627) Online-Ausg. Finite Elemente in der Baustatik 3., aktualisierte und erweiterte Auflage Wiesbaden : Friedr. Vieweg & Sohn Verlag | GWV Fachverlage GmbH, Wiesbaden, 2008 Online-Ressource (XIII, 599S. 305 Abb, digital) (DE-627)1646478509 (DE-576)280590415 9783834894472 Erscheint auch als Online-Ausgabe Finite Elemente in der Baustatik 3., aktualisierte und erweiterte Auflage Wiesbaden : Friedr. Vieweg & Sohn Verlag | GWV Fachverlage GmbH, Wiesbaden, 2008 Online-Ressource (XIII, 599S. 305 Abb, digital) (DE-627)1646478509 (DE-576)280590415 9783834894472 http://www.gbv.de/dms/weimar/toc/517430428_toc.pdf V:DE-601 B:DE-Wim2 pdf/application Verlag Inhaltsverzeichnis Inhaltsverzeichnis http://deposit.dnb.de/cgi-bin/dokserv?id=2851972&prov=M&dok_var=1&dok_ext=htm X: MVB text/html 20130501 Verlag Inhaltstext GBV_ILN_20 ISIL_DE-84 SYSFLAG_1 GBV_KXP GBV_ILN_21 ISIL_DE-46 GBV_ILN_23 ISIL_DE-830 GBV_ILN_62 ISIL_DE-28 GBV_ILN_63 ISIL_DE-Wim2 GBV_ILN_70 ISIL_DE-89 GBV_ILN_105 ISIL_DE-841 GBV_ILN_111 ISIL_DE-963 GBV_ILN_136 ISIL_DE-Wis1 GBV_ILN_213 ISIL_DE-551 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2005 ISIL_DE-Sa16 GBV_ILN_2006 ISIL_DE-14 GBV_ILN_2015 ISIL_DE-93 GBV_ILN_2016 ISIL_DE-93-137 GBV_ILN_2048 ISIL_DE-Zwi2 GBV_ILN_2057 ISIL_DE-L189 GBV_ILN_2061 ISIL_DE-520 GBV_ILN_2112 ISIL_DE-1033 GBV_ILN_2116 ISIL_DE-949 Blocktest ZI 3330 Statik der Tragwerke allgemein Technik Bauingenieurwesen Baupraxis, Bauausführung Statik der Tragwerke allgemein (DE-627)1271142929 (DE-625)rvk/156382: (DE-576)201142929 ZI 3310 Finite-Elemente-Methode, Datenverarbeitung in der Statik Technik Bauingenieurwesen Baupraxis, Bauausführung Finite-Elemente-Methode, Datenverarbeitung in der Statik (DE-627)1271472848 (DE-625)rvk/156381: (DE-576)201472848 50.31 Technische Mechanik (DE-627)10642050X 31.76 Numerische Mathematik (DE-627)106408194 BO 045F 690 045F 624.1710151825 20 01 0084 854260730 00 LS1 BA C 824 u --%%-- 09 --%%-- 2874-2641 --%%-- --%%-- k 16-08-11 20 02 0084 1265014051 00 --%%-- 2913-8393 --%%-- --%%-- k 16-08-11 21 01 0046 868192279 00 TB Technik i 144/7(3) u --%%-- znt 14-04-08 23 01 0830 891510176 00 BA BAC-378 --%%-- --%%-- 01 --%%-- 2831-0484 --%%-- --%%-- z 17-09-08 62 01 0028 894890360 00 28/BB1-LSA ZI 3310 W488(3) s --%%-- ACQ <a href="http://dx.doi.org/10.1007/978-3-8348-9447-2" Target=" blank">zum Volltext der elektronischen Ausgabe </a> zbb1a 14-10-08 62 02 0028 898351421 00 28/BB1 ZI 3310 W488(3) u --%%-- zbb1 30-10-08 62 03 0028 89835143X 00 28/BB1 ZI 3310 W488(3) u --%%-- zbb1 30-10-08 63 01 3401 910650519 00 F2 Sa 2100/96 g --%%-- 09 --%%-- 232 449 --%%-- --%%-- zf 05-02-09 63 02 3401 920660622 00 LBS Sa 2100/10:1 (17) u --%%-- 09 --%%-- 232 449/2 --%%-- --%%-- z 09-02-09 63 03 3401 920660630 00 LBS Sa 2100/10:1 (18) u --%%-- 09 --%%-- 232 449/3 --%%-- --%%-- z 09-02-09 63 04 3401 920660649 00 LBS Sa 2100/10:1 (19) u --%%-- 09 --%%-- 232 449/4 --%%-- --%%-- z 09-02-09 63 05 3401 920660657 00 LBS Sa 2100/10:1 (20) u --%%-- 09 --%%-- 232 449/5 --%%-- --%%-- z 09-02-09 63 06 3401 920660665 00 LBS Sa 2100/10:1 (21) u --%%-- 09 --%%-- 232 449/6 --%%-- --%%-- z 09-02-09 63 07 3401 920660673 00 LBS Sa 2100/10:1 (22) u --%%-- 09 --%%-- 232 449/7 --%%-- --%%-- z 09-02-09 63 08 3401 920660681 00 LBS Sa 2100/10:1 (23) u --%%-- 09 --%%-- 232 449/8 --%%-- --%%-- z 09-02-09 63 09 3401 92066069X 00 LBS Sa 2100/10:1 (24) u --%%-- 09 --%%-- 232 449/9 --%%-- --%%-- z 09-02-09 63 10 3401 920660703 00 LBS Sa 2100/10:1 (25) u --%%-- 09 --%%-- 232 449/10 --%%-- --%%-- z 09-02-09 63 11 3401 920660711 00 LBS Sa 2100/10:1 (26) u --%%-- 09 --%%-- 232 449/11 --%%-- --%%-- z 09-02-09 63 12 3401 92066072X 00 LBS Sa 2100/10:1 (27) u --%%-- 09 --%%-- 232 449/12 --%%-- --%%-- z 09-02-09 70 01 0089 780166256 00 --%%-- U 08 B 145 u --%%-- z 12-02-08 70 02 0089 859527808 00 --%%-- U 08 B 145 a u --%%-- z 12-02-08 105 01 0841 1658226259 00 --%%-- WF 230 2017 A 301 u --%%-- z 30-01-17 111 01 961/6 947179666 00 --%%-- 3 tec 220 Wer u --%%-- zf 10-09-09 136 01 3526 833953125 00 LS-Ec 2008 A 24 b --%%-- 01 --%%-- Ec 260 --%%-- --%%-- zwen 25-01-08 136 02 3526 856599778 00 LBS-M2 2008 A 24 a u --%%-- z 22-01-08 136 03 3526 856599786 00 LBS-M2 2008 A 24 b u --%%-- z 22-01-08 136 04 3526 856599794 00 LBS-M2 2008 A 24 c u --%%-- z 22-01-08 136 05 3526 1601614357 00 LBS-M2 2008 A 24 d u --%%-- zma 12-02-16 213 01 0551 854840052 00 --%%-- BW 733-112 u --%%-- k 23-01-08 370 01 4370 858552175 00 CN-Ch Ch 2121 --%%-- --%%-- umsys z 05-02-08 370 02 4370 876469586 00 CN-Ch Ch 2121.a --%%-- --%%-- z 03-06-08 2005 01 DE-Sa16 3077345633 00 --%%-- ZI 3310 Wer 3. Aufl. --%%-- --%%-- l01 05-01-11 2006 01 DE-14 3077345714 00 --%%-- --%%-- --%%-- --%%-- l01 04-01-08 2015 01 DE-93 307734579X 00 --%%-- --%%-- --%%-- l l01 13-11-07 2016 01 DE-93-137 3077345919 00 --%%-- T 116 p --%%-- Inv.Nr. 10/I/2797 l01 12-09-08 2048 01 DE-Zwi2 3077345994 00 --%%-- 73 911 --%%-- --%%-- l01 29-01-08 2057 01 DE-L189 3077346079 00 --%%-- --%%-- --%%-- --%%-- l01 08-02-08 2061 01 DE-520 3077346249 00 --%%-- ZI 3310-08 0254 --%%-- --%%-- l01 28-01-08 2112 01 DE-1033 307734632X 00 --%%-- CE 007 p --%%-- l01 17-01-08 2116 01 DE-949 3077346400 00 --%%-- --%%-- --%%-- --%%-- l01 15-02-08 105 00 DE-841 https://portal.dnb.de/opac/mvb/cover?isbn=978-3-528-28882-2 111 00 DE-963 00 Finite-Elemente-Methode 111 00 DE-963 01 Baustatik 136 00 DE-Wis1 00 Baustatik 136 00 DE-Wis1 01 Finite-Elemente-Methode 136 00 DE-Wis1 02 Stabwerk 136 00 DE-Wis1 03 Stabtragwerk 136 00 DE-Wis1 04 Flächentragwerk 63 00 DE-Wim2 00 Sa 2100 105 00 DE-841 00 WF 230 111 00 DE-963 00 tec 220 136 00 DE-Wis1 00 F:D1a.bb 136 00 DE-Wis1 01 F:D1a.aa 136 00 DE-Wis1 02 F:D1a.bb3 2057 01 DE-L189 00 (DE-627)1295969947 DK 624.04 r-blau 2057 01 DE-L189 01 (DE-627)1290605777 DK 624.04 2057 01 DE-L189 02 (DE-627)1290605106 DK 624.072.2 2057 01 DE-L189 03 (DE-627)1291779132 DK 624.073 2061 01 DE-520 00 (DE-627)1291180370 ZI 3310 20 01 0084 84$028742641 20 02 0084 84$029138393 21 01 0046 46B$001233203 23 01 0830 830$28310484 62 01 0028 28$009570497 62 02 0028 28$00957042X 62 03 0028 28$009570322 63 01 3401 WIM2$004147928 63 02 3401 WIM2$003957403 63 03 3401 WIM2$003957381 63 04 3401 WIM2$003957373 63 05 3401 WIM2$00395739X 63 06 3401 WIM2$003957411 63 07 3401 WIM2$003957349 63 08 3401 WIM2$003957330 63 09 3401 WIM2$00395742X 63 10 3401 WIM2$003957357 63 11 3401 WIM2$003957446 63 12 3401 WIM2$003957438 70 01 0089 89$131060295 70 02 0089 89$131060309 105 01 0841 841$0002131870 111 01 961/6 963$0068241 136 01 3526 WIS1$2104113 136 02 3526 WIS1$2104121 136 03 3526 WIS1$210413X 136 04 3526 WIS1$2104148 136 05 3526 WIS1$2489988 213 01 0551 551$1803379 370 01 4370 BA051856 370 02 4370 BA054147 21 01 0046 110891 23 01 0830 2008-04103 62 01 0028 2008.21418 62 02 0028 2008.21419 62 03 0028 2008.21420 105 01 0841 2017 A 301 111 01 961/6 09.276 370 01 4370 08.244 370 02 4370 08.0813 2005 01 DE-Sa16 A-10/0664 62 01 0028 ACQ 370 01 4370 umsys 23 01 0830 2008.09.29 213 01 0551 bw 200801 |
| allfields_unstemmed |
06,N39,0768 dnb 06,N39,0768 dnb 981122612 DE-101 3528288825 Pb. : ca. EUR 39.90 3-528-28882-5 9783528288822 : Pb. : ca. EUR 39.90 978-3-528-28882-2 9783528288822 (DE-627)517430428 (DE-576)257272291 (DE-599)GBV517430428 (OCoLC)244077767 (OCoLC)244077767 (AT-OBV)AC05763799 DE-627 ger DE-627 rakwb ger XA-DE-HE 690 624.1710151825 620 690 ZI 3330 rvk (DE-625)rvk/156382: ZI 3310 rvk (DE-625)rvk/156381: 50.31 bkl 31.76 bkl Werkle, Horst 1950- verfasserin (DE-588)1163768979 (DE-627)1028131232 (DE-576)508211670 aut Finite Elemente in der Baustatik Statik und Dynamik der Stab- und Flächentragwerke ; mit 43 Tabellen Horst Werkle 3., aktualisierte und erw. Aufl. Wiesbaden Vieweg 2008 XIII, 599 S. graph. Darst. 240 mm x 170 mm Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier Vieweg - Praxis Literaturverz. S. 569 - 588 Archivierung prüfen 20240324 DE-4165 2 pdager Lehrbuch (DE-588)4123623-3 (DE-627)104270187 (DE-576)209561262 gnd-content s (DE-588)4112679-8 (DE-627)105835463 (DE-576)209469951 Baustatik gnd s (DE-588)4017233-8 (DE-627)106330640 (DE-576)208918914 Finite-Elemente-Methode gnd DE-101 s (DE-588)4056702-3 (DE-627)106154079 (DE-576)20911858X Stabwerk gnd s (DE-588)4017399-9 (DE-627)106329855 (DE-576)208919821 Flächentragwerk gnd (DE-627) Online-Ausg. Finite Elemente in der Baustatik 3., aktualisierte und erweiterte Auflage Wiesbaden : Friedr. Vieweg & Sohn Verlag | GWV Fachverlage GmbH, Wiesbaden, 2008 Online-Ressource (XIII, 599S. 305 Abb, digital) (DE-627)1646478509 (DE-576)280590415 9783834894472 Erscheint auch als Online-Ausgabe Finite Elemente in der Baustatik 3., aktualisierte und erweiterte Auflage Wiesbaden : Friedr. Vieweg & Sohn Verlag | GWV Fachverlage GmbH, Wiesbaden, 2008 Online-Ressource (XIII, 599S. 305 Abb, digital) (DE-627)1646478509 (DE-576)280590415 9783834894472 http://www.gbv.de/dms/weimar/toc/517430428_toc.pdf V:DE-601 B:DE-Wim2 pdf/application Verlag Inhaltsverzeichnis Inhaltsverzeichnis http://deposit.dnb.de/cgi-bin/dokserv?id=2851972&prov=M&dok_var=1&dok_ext=htm X: MVB text/html 20130501 Verlag Inhaltstext GBV_ILN_20 ISIL_DE-84 SYSFLAG_1 GBV_KXP GBV_ILN_21 ISIL_DE-46 GBV_ILN_23 ISIL_DE-830 GBV_ILN_62 ISIL_DE-28 GBV_ILN_63 ISIL_DE-Wim2 GBV_ILN_70 ISIL_DE-89 GBV_ILN_105 ISIL_DE-841 GBV_ILN_111 ISIL_DE-963 GBV_ILN_136 ISIL_DE-Wis1 GBV_ILN_213 ISIL_DE-551 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2005 ISIL_DE-Sa16 GBV_ILN_2006 ISIL_DE-14 GBV_ILN_2015 ISIL_DE-93 GBV_ILN_2016 ISIL_DE-93-137 GBV_ILN_2048 ISIL_DE-Zwi2 GBV_ILN_2057 ISIL_DE-L189 GBV_ILN_2061 ISIL_DE-520 GBV_ILN_2112 ISIL_DE-1033 GBV_ILN_2116 ISIL_DE-949 Blocktest ZI 3330 Statik der Tragwerke allgemein Technik Bauingenieurwesen Baupraxis, Bauausführung Statik der Tragwerke allgemein (DE-627)1271142929 (DE-625)rvk/156382: (DE-576)201142929 ZI 3310 Finite-Elemente-Methode, Datenverarbeitung in der Statik Technik Bauingenieurwesen Baupraxis, Bauausführung Finite-Elemente-Methode, Datenverarbeitung in der Statik (DE-627)1271472848 (DE-625)rvk/156381: (DE-576)201472848 50.31 Technische Mechanik (DE-627)10642050X 31.76 Numerische Mathematik (DE-627)106408194 BO 045F 690 045F 624.1710151825 20 01 0084 854260730 00 LS1 BA C 824 u --%%-- 09 --%%-- 2874-2641 --%%-- --%%-- k 16-08-11 20 02 0084 1265014051 00 --%%-- 2913-8393 --%%-- --%%-- k 16-08-11 21 01 0046 868192279 00 TB Technik i 144/7(3) u --%%-- znt 14-04-08 23 01 0830 891510176 00 BA BAC-378 --%%-- --%%-- 01 --%%-- 2831-0484 --%%-- --%%-- z 17-09-08 62 01 0028 894890360 00 28/BB1-LSA ZI 3310 W488(3) s --%%-- ACQ <a href="http://dx.doi.org/10.1007/978-3-8348-9447-2" Target=" blank">zum Volltext der elektronischen Ausgabe </a> zbb1a 14-10-08 62 02 0028 898351421 00 28/BB1 ZI 3310 W488(3) u --%%-- zbb1 30-10-08 62 03 0028 89835143X 00 28/BB1 ZI 3310 W488(3) u --%%-- zbb1 30-10-08 63 01 3401 910650519 00 F2 Sa 2100/96 g --%%-- 09 --%%-- 232 449 --%%-- --%%-- zf 05-02-09 63 02 3401 920660622 00 LBS Sa 2100/10:1 (17) u --%%-- 09 --%%-- 232 449/2 --%%-- --%%-- z 09-02-09 63 03 3401 920660630 00 LBS Sa 2100/10:1 (18) u --%%-- 09 --%%-- 232 449/3 --%%-- --%%-- z 09-02-09 63 04 3401 920660649 00 LBS Sa 2100/10:1 (19) u --%%-- 09 --%%-- 232 449/4 --%%-- --%%-- z 09-02-09 63 05 3401 920660657 00 LBS Sa 2100/10:1 (20) u --%%-- 09 --%%-- 232 449/5 --%%-- --%%-- z 09-02-09 63 06 3401 920660665 00 LBS Sa 2100/10:1 (21) u --%%-- 09 --%%-- 232 449/6 --%%-- --%%-- z 09-02-09 63 07 3401 920660673 00 LBS Sa 2100/10:1 (22) u --%%-- 09 --%%-- 232 449/7 --%%-- --%%-- z 09-02-09 63 08 3401 920660681 00 LBS Sa 2100/10:1 (23) u --%%-- 09 --%%-- 232 449/8 --%%-- --%%-- z 09-02-09 63 09 3401 92066069X 00 LBS Sa 2100/10:1 (24) u --%%-- 09 --%%-- 232 449/9 --%%-- --%%-- z 09-02-09 63 10 3401 920660703 00 LBS Sa 2100/10:1 (25) u --%%-- 09 --%%-- 232 449/10 --%%-- --%%-- z 09-02-09 63 11 3401 920660711 00 LBS Sa 2100/10:1 (26) u --%%-- 09 --%%-- 232 449/11 --%%-- --%%-- z 09-02-09 63 12 3401 92066072X 00 LBS Sa 2100/10:1 (27) u --%%-- 09 --%%-- 232 449/12 --%%-- --%%-- z 09-02-09 70 01 0089 780166256 00 --%%-- U 08 B 145 u --%%-- z 12-02-08 70 02 0089 859527808 00 --%%-- U 08 B 145 a u --%%-- z 12-02-08 105 01 0841 1658226259 00 --%%-- WF 230 2017 A 301 u --%%-- z 30-01-17 111 01 961/6 947179666 00 --%%-- 3 tec 220 Wer u --%%-- zf 10-09-09 136 01 3526 833953125 00 LS-Ec 2008 A 24 b --%%-- 01 --%%-- Ec 260 --%%-- --%%-- zwen 25-01-08 136 02 3526 856599778 00 LBS-M2 2008 A 24 a u --%%-- z 22-01-08 136 03 3526 856599786 00 LBS-M2 2008 A 24 b u --%%-- z 22-01-08 136 04 3526 856599794 00 LBS-M2 2008 A 24 c u --%%-- z 22-01-08 136 05 3526 1601614357 00 LBS-M2 2008 A 24 d u --%%-- zma 12-02-16 213 01 0551 854840052 00 --%%-- BW 733-112 u --%%-- k 23-01-08 370 01 4370 858552175 00 CN-Ch Ch 2121 --%%-- --%%-- umsys z 05-02-08 370 02 4370 876469586 00 CN-Ch Ch 2121.a --%%-- --%%-- z 03-06-08 2005 01 DE-Sa16 3077345633 00 --%%-- ZI 3310 Wer 3. Aufl. --%%-- --%%-- l01 05-01-11 2006 01 DE-14 3077345714 00 --%%-- --%%-- --%%-- --%%-- l01 04-01-08 2015 01 DE-93 307734579X 00 --%%-- --%%-- --%%-- l l01 13-11-07 2016 01 DE-93-137 3077345919 00 --%%-- T 116 p --%%-- Inv.Nr. 10/I/2797 l01 12-09-08 2048 01 DE-Zwi2 3077345994 00 --%%-- 73 911 --%%-- --%%-- l01 29-01-08 2057 01 DE-L189 3077346079 00 --%%-- --%%-- --%%-- --%%-- l01 08-02-08 2061 01 DE-520 3077346249 00 --%%-- ZI 3310-08 0254 --%%-- --%%-- l01 28-01-08 2112 01 DE-1033 307734632X 00 --%%-- CE 007 p --%%-- l01 17-01-08 2116 01 DE-949 3077346400 00 --%%-- --%%-- --%%-- --%%-- l01 15-02-08 105 00 DE-841 https://portal.dnb.de/opac/mvb/cover?isbn=978-3-528-28882-2 111 00 DE-963 00 Finite-Elemente-Methode 111 00 DE-963 01 Baustatik 136 00 DE-Wis1 00 Baustatik 136 00 DE-Wis1 01 Finite-Elemente-Methode 136 00 DE-Wis1 02 Stabwerk 136 00 DE-Wis1 03 Stabtragwerk 136 00 DE-Wis1 04 Flächentragwerk 63 00 DE-Wim2 00 Sa 2100 105 00 DE-841 00 WF 230 111 00 DE-963 00 tec 220 136 00 DE-Wis1 00 F:D1a.bb 136 00 DE-Wis1 01 F:D1a.aa 136 00 DE-Wis1 02 F:D1a.bb3 2057 01 DE-L189 00 (DE-627)1295969947 DK 624.04 r-blau 2057 01 DE-L189 01 (DE-627)1290605777 DK 624.04 2057 01 DE-L189 02 (DE-627)1290605106 DK 624.072.2 2057 01 DE-L189 03 (DE-627)1291779132 DK 624.073 2061 01 DE-520 00 (DE-627)1291180370 ZI 3310 20 01 0084 84$028742641 20 02 0084 84$029138393 21 01 0046 46B$001233203 23 01 0830 830$28310484 62 01 0028 28$009570497 62 02 0028 28$00957042X 62 03 0028 28$009570322 63 01 3401 WIM2$004147928 63 02 3401 WIM2$003957403 63 03 3401 WIM2$003957381 63 04 3401 WIM2$003957373 63 05 3401 WIM2$00395739X 63 06 3401 WIM2$003957411 63 07 3401 WIM2$003957349 63 08 3401 WIM2$003957330 63 09 3401 WIM2$00395742X 63 10 3401 WIM2$003957357 63 11 3401 WIM2$003957446 63 12 3401 WIM2$003957438 70 01 0089 89$131060295 70 02 0089 89$131060309 105 01 0841 841$0002131870 111 01 961/6 963$0068241 136 01 3526 WIS1$2104113 136 02 3526 WIS1$2104121 136 03 3526 WIS1$210413X 136 04 3526 WIS1$2104148 136 05 3526 WIS1$2489988 213 01 0551 551$1803379 370 01 4370 BA051856 370 02 4370 BA054147 21 01 0046 110891 23 01 0830 2008-04103 62 01 0028 2008.21418 62 02 0028 2008.21419 62 03 0028 2008.21420 105 01 0841 2017 A 301 111 01 961/6 09.276 370 01 4370 08.244 370 02 4370 08.0813 2005 01 DE-Sa16 A-10/0664 62 01 0028 ACQ 370 01 4370 umsys 23 01 0830 2008.09.29 213 01 0551 bw 200801 |
| allfieldsGer |
06,N39,0768 dnb 06,N39,0768 dnb 981122612 DE-101 3528288825 Pb. : ca. EUR 39.90 3-528-28882-5 9783528288822 : Pb. : ca. EUR 39.90 978-3-528-28882-2 9783528288822 (DE-627)517430428 (DE-576)257272291 (DE-599)GBV517430428 (OCoLC)244077767 (OCoLC)244077767 (AT-OBV)AC05763799 DE-627 ger DE-627 rakwb ger XA-DE-HE 690 624.1710151825 620 690 ZI 3330 rvk (DE-625)rvk/156382: ZI 3310 rvk (DE-625)rvk/156381: 50.31 bkl 31.76 bkl Werkle, Horst 1950- verfasserin (DE-588)1163768979 (DE-627)1028131232 (DE-576)508211670 aut Finite Elemente in der Baustatik Statik und Dynamik der Stab- und Flächentragwerke ; mit 43 Tabellen Horst Werkle 3., aktualisierte und erw. Aufl. Wiesbaden Vieweg 2008 XIII, 599 S. graph. Darst. 240 mm x 170 mm Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier Vieweg - Praxis Literaturverz. S. 569 - 588 Archivierung prüfen 20240324 DE-4165 2 pdager Lehrbuch (DE-588)4123623-3 (DE-627)104270187 (DE-576)209561262 gnd-content s (DE-588)4112679-8 (DE-627)105835463 (DE-576)209469951 Baustatik gnd s (DE-588)4017233-8 (DE-627)106330640 (DE-576)208918914 Finite-Elemente-Methode gnd DE-101 s (DE-588)4056702-3 (DE-627)106154079 (DE-576)20911858X Stabwerk gnd s (DE-588)4017399-9 (DE-627)106329855 (DE-576)208919821 Flächentragwerk gnd (DE-627) Online-Ausg. Finite Elemente in der Baustatik 3., aktualisierte und erweiterte Auflage Wiesbaden : Friedr. Vieweg & Sohn Verlag | GWV Fachverlage GmbH, Wiesbaden, 2008 Online-Ressource (XIII, 599S. 305 Abb, digital) (DE-627)1646478509 (DE-576)280590415 9783834894472 Erscheint auch als Online-Ausgabe Finite Elemente in der Baustatik 3., aktualisierte und erweiterte Auflage Wiesbaden : Friedr. Vieweg & Sohn Verlag | GWV Fachverlage GmbH, Wiesbaden, 2008 Online-Ressource (XIII, 599S. 305 Abb, digital) (DE-627)1646478509 (DE-576)280590415 9783834894472 http://www.gbv.de/dms/weimar/toc/517430428_toc.pdf V:DE-601 B:DE-Wim2 pdf/application Verlag Inhaltsverzeichnis Inhaltsverzeichnis http://deposit.dnb.de/cgi-bin/dokserv?id=2851972&prov=M&dok_var=1&dok_ext=htm X: MVB text/html 20130501 Verlag Inhaltstext GBV_ILN_20 ISIL_DE-84 SYSFLAG_1 GBV_KXP GBV_ILN_21 ISIL_DE-46 GBV_ILN_23 ISIL_DE-830 GBV_ILN_62 ISIL_DE-28 GBV_ILN_63 ISIL_DE-Wim2 GBV_ILN_70 ISIL_DE-89 GBV_ILN_105 ISIL_DE-841 GBV_ILN_111 ISIL_DE-963 GBV_ILN_136 ISIL_DE-Wis1 GBV_ILN_213 ISIL_DE-551 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2005 ISIL_DE-Sa16 GBV_ILN_2006 ISIL_DE-14 GBV_ILN_2015 ISIL_DE-93 GBV_ILN_2016 ISIL_DE-93-137 GBV_ILN_2048 ISIL_DE-Zwi2 GBV_ILN_2057 ISIL_DE-L189 GBV_ILN_2061 ISIL_DE-520 GBV_ILN_2112 ISIL_DE-1033 GBV_ILN_2116 ISIL_DE-949 Blocktest ZI 3330 Statik der Tragwerke allgemein Technik Bauingenieurwesen Baupraxis, Bauausführung Statik der Tragwerke allgemein (DE-627)1271142929 (DE-625)rvk/156382: (DE-576)201142929 ZI 3310 Finite-Elemente-Methode, Datenverarbeitung in der Statik Technik Bauingenieurwesen Baupraxis, Bauausführung Finite-Elemente-Methode, Datenverarbeitung in der Statik (DE-627)1271472848 (DE-625)rvk/156381: (DE-576)201472848 50.31 Technische Mechanik (DE-627)10642050X 31.76 Numerische Mathematik (DE-627)106408194 BO 045F 690 045F 624.1710151825 20 01 0084 854260730 00 LS1 BA C 824 u --%%-- 09 --%%-- 2874-2641 --%%-- --%%-- k 16-08-11 20 02 0084 1265014051 00 --%%-- 2913-8393 --%%-- --%%-- k 16-08-11 21 01 0046 868192279 00 TB Technik i 144/7(3) u --%%-- znt 14-04-08 23 01 0830 891510176 00 BA BAC-378 --%%-- --%%-- 01 --%%-- 2831-0484 --%%-- --%%-- z 17-09-08 62 01 0028 894890360 00 28/BB1-LSA ZI 3310 W488(3) s --%%-- ACQ <a href="http://dx.doi.org/10.1007/978-3-8348-9447-2" Target=" blank">zum Volltext der elektronischen Ausgabe </a> zbb1a 14-10-08 62 02 0028 898351421 00 28/BB1 ZI 3310 W488(3) u --%%-- zbb1 30-10-08 62 03 0028 89835143X 00 28/BB1 ZI 3310 W488(3) u --%%-- zbb1 30-10-08 63 01 3401 910650519 00 F2 Sa 2100/96 g --%%-- 09 --%%-- 232 449 --%%-- --%%-- zf 05-02-09 63 02 3401 920660622 00 LBS Sa 2100/10:1 (17) u --%%-- 09 --%%-- 232 449/2 --%%-- --%%-- z 09-02-09 63 03 3401 920660630 00 LBS Sa 2100/10:1 (18) u --%%-- 09 --%%-- 232 449/3 --%%-- --%%-- z 09-02-09 63 04 3401 920660649 00 LBS Sa 2100/10:1 (19) u --%%-- 09 --%%-- 232 449/4 --%%-- --%%-- z 09-02-09 63 05 3401 920660657 00 LBS Sa 2100/10:1 (20) u --%%-- 09 --%%-- 232 449/5 --%%-- --%%-- z 09-02-09 63 06 3401 920660665 00 LBS Sa 2100/10:1 (21) u --%%-- 09 --%%-- 232 449/6 --%%-- --%%-- z 09-02-09 63 07 3401 920660673 00 LBS Sa 2100/10:1 (22) u --%%-- 09 --%%-- 232 449/7 --%%-- --%%-- z 09-02-09 63 08 3401 920660681 00 LBS Sa 2100/10:1 (23) u --%%-- 09 --%%-- 232 449/8 --%%-- --%%-- z 09-02-09 63 09 3401 92066069X 00 LBS Sa 2100/10:1 (24) u --%%-- 09 --%%-- 232 449/9 --%%-- --%%-- z 09-02-09 63 10 3401 920660703 00 LBS Sa 2100/10:1 (25) u --%%-- 09 --%%-- 232 449/10 --%%-- --%%-- z 09-02-09 63 11 3401 920660711 00 LBS Sa 2100/10:1 (26) u --%%-- 09 --%%-- 232 449/11 --%%-- --%%-- z 09-02-09 63 12 3401 92066072X 00 LBS Sa 2100/10:1 (27) u --%%-- 09 --%%-- 232 449/12 --%%-- --%%-- z 09-02-09 70 01 0089 780166256 00 --%%-- U 08 B 145 u --%%-- z 12-02-08 70 02 0089 859527808 00 --%%-- U 08 B 145 a u --%%-- z 12-02-08 105 01 0841 1658226259 00 --%%-- WF 230 2017 A 301 u --%%-- z 30-01-17 111 01 961/6 947179666 00 --%%-- 3 tec 220 Wer u --%%-- zf 10-09-09 136 01 3526 833953125 00 LS-Ec 2008 A 24 b --%%-- 01 --%%-- Ec 260 --%%-- --%%-- zwen 25-01-08 136 02 3526 856599778 00 LBS-M2 2008 A 24 a u --%%-- z 22-01-08 136 03 3526 856599786 00 LBS-M2 2008 A 24 b u --%%-- z 22-01-08 136 04 3526 856599794 00 LBS-M2 2008 A 24 c u --%%-- z 22-01-08 136 05 3526 1601614357 00 LBS-M2 2008 A 24 d u --%%-- zma 12-02-16 213 01 0551 854840052 00 --%%-- BW 733-112 u --%%-- k 23-01-08 370 01 4370 858552175 00 CN-Ch Ch 2121 --%%-- --%%-- umsys z 05-02-08 370 02 4370 876469586 00 CN-Ch Ch 2121.a --%%-- --%%-- z 03-06-08 2005 01 DE-Sa16 3077345633 00 --%%-- ZI 3310 Wer 3. Aufl. --%%-- --%%-- l01 05-01-11 2006 01 DE-14 3077345714 00 --%%-- --%%-- --%%-- --%%-- l01 04-01-08 2015 01 DE-93 307734579X 00 --%%-- --%%-- --%%-- l l01 13-11-07 2016 01 DE-93-137 3077345919 00 --%%-- T 116 p --%%-- Inv.Nr. 10/I/2797 l01 12-09-08 2048 01 DE-Zwi2 3077345994 00 --%%-- 73 911 --%%-- --%%-- l01 29-01-08 2057 01 DE-L189 3077346079 00 --%%-- --%%-- --%%-- --%%-- l01 08-02-08 2061 01 DE-520 3077346249 00 --%%-- ZI 3310-08 0254 --%%-- --%%-- l01 28-01-08 2112 01 DE-1033 307734632X 00 --%%-- CE 007 p --%%-- l01 17-01-08 2116 01 DE-949 3077346400 00 --%%-- --%%-- --%%-- --%%-- l01 15-02-08 105 00 DE-841 https://portal.dnb.de/opac/mvb/cover?isbn=978-3-528-28882-2 111 00 DE-963 00 Finite-Elemente-Methode 111 00 DE-963 01 Baustatik 136 00 DE-Wis1 00 Baustatik 136 00 DE-Wis1 01 Finite-Elemente-Methode 136 00 DE-Wis1 02 Stabwerk 136 00 DE-Wis1 03 Stabtragwerk 136 00 DE-Wis1 04 Flächentragwerk 63 00 DE-Wim2 00 Sa 2100 105 00 DE-841 00 WF 230 111 00 DE-963 00 tec 220 136 00 DE-Wis1 00 F:D1a.bb 136 00 DE-Wis1 01 F:D1a.aa 136 00 DE-Wis1 02 F:D1a.bb3 2057 01 DE-L189 00 (DE-627)1295969947 DK 624.04 r-blau 2057 01 DE-L189 01 (DE-627)1290605777 DK 624.04 2057 01 DE-L189 02 (DE-627)1290605106 DK 624.072.2 2057 01 DE-L189 03 (DE-627)1291779132 DK 624.073 2061 01 DE-520 00 (DE-627)1291180370 ZI 3310 20 01 0084 84$028742641 20 02 0084 84$029138393 21 01 0046 46B$001233203 23 01 0830 830$28310484 62 01 0028 28$009570497 62 02 0028 28$00957042X 62 03 0028 28$009570322 63 01 3401 WIM2$004147928 63 02 3401 WIM2$003957403 63 03 3401 WIM2$003957381 63 04 3401 WIM2$003957373 63 05 3401 WIM2$00395739X 63 06 3401 WIM2$003957411 63 07 3401 WIM2$003957349 63 08 3401 WIM2$003957330 63 09 3401 WIM2$00395742X 63 10 3401 WIM2$003957357 63 11 3401 WIM2$003957446 63 12 3401 WIM2$003957438 70 01 0089 89$131060295 70 02 0089 89$131060309 105 01 0841 841$0002131870 111 01 961/6 963$0068241 136 01 3526 WIS1$2104113 136 02 3526 WIS1$2104121 136 03 3526 WIS1$210413X 136 04 3526 WIS1$2104148 136 05 3526 WIS1$2489988 213 01 0551 551$1803379 370 01 4370 BA051856 370 02 4370 BA054147 21 01 0046 110891 23 01 0830 2008-04103 62 01 0028 2008.21418 62 02 0028 2008.21419 62 03 0028 2008.21420 105 01 0841 2017 A 301 111 01 961/6 09.276 370 01 4370 08.244 370 02 4370 08.0813 2005 01 DE-Sa16 A-10/0664 62 01 0028 ACQ 370 01 4370 umsys 23 01 0830 2008.09.29 213 01 0551 bw 200801 |
| allfieldsSound |
06,N39,0768 dnb 06,N39,0768 dnb 981122612 DE-101 3528288825 Pb. : ca. EUR 39.90 3-528-28882-5 9783528288822 : Pb. : ca. EUR 39.90 978-3-528-28882-2 9783528288822 (DE-627)517430428 (DE-576)257272291 (DE-599)GBV517430428 (OCoLC)244077767 (OCoLC)244077767 (AT-OBV)AC05763799 DE-627 ger DE-627 rakwb ger XA-DE-HE 690 624.1710151825 620 690 ZI 3330 rvk (DE-625)rvk/156382: ZI 3310 rvk (DE-625)rvk/156381: 50.31 bkl 31.76 bkl Werkle, Horst 1950- verfasserin (DE-588)1163768979 (DE-627)1028131232 (DE-576)508211670 aut Finite Elemente in der Baustatik Statik und Dynamik der Stab- und Flächentragwerke ; mit 43 Tabellen Horst Werkle 3., aktualisierte und erw. Aufl. Wiesbaden Vieweg 2008 XIII, 599 S. graph. Darst. 240 mm x 170 mm Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier Vieweg - Praxis Literaturverz. S. 569 - 588 Archivierung prüfen 20240324 DE-4165 2 pdager Lehrbuch (DE-588)4123623-3 (DE-627)104270187 (DE-576)209561262 gnd-content s (DE-588)4112679-8 (DE-627)105835463 (DE-576)209469951 Baustatik gnd s (DE-588)4017233-8 (DE-627)106330640 (DE-576)208918914 Finite-Elemente-Methode gnd DE-101 s (DE-588)4056702-3 (DE-627)106154079 (DE-576)20911858X Stabwerk gnd s (DE-588)4017399-9 (DE-627)106329855 (DE-576)208919821 Flächentragwerk gnd (DE-627) Online-Ausg. Finite Elemente in der Baustatik 3., aktualisierte und erweiterte Auflage Wiesbaden : Friedr. Vieweg & Sohn Verlag | GWV Fachverlage GmbH, Wiesbaden, 2008 Online-Ressource (XIII, 599S. 305 Abb, digital) (DE-627)1646478509 (DE-576)280590415 9783834894472 Erscheint auch als Online-Ausgabe Finite Elemente in der Baustatik 3., aktualisierte und erweiterte Auflage Wiesbaden : Friedr. 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code="f">--%%--</subfield><subfield code="d">232 449/6</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">09-02-09</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">63</subfield><subfield code="1">07</subfield><subfield code="x">3401</subfield><subfield code="b">920660673</subfield><subfield code="c">00</subfield><subfield code="f">LBS</subfield><subfield code="d">Sa 2100/10:1 (22)</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="c">09</subfield><subfield code="f">--%%--</subfield><subfield code="d">232 449/7</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">09-02-09</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">63</subfield><subfield code="1">08</subfield><subfield code="x">3401</subfield><subfield code="b">920660681</subfield><subfield code="c">00</subfield><subfield code="f">LBS</subfield><subfield code="d">Sa 2100/10:1 (23)</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="c">09</subfield><subfield code="f">--%%--</subfield><subfield code="d">232 449/8</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">09-02-09</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">63</subfield><subfield code="1">09</subfield><subfield code="x">3401</subfield><subfield code="b">92066069X</subfield><subfield code="c">00</subfield><subfield code="f">LBS</subfield><subfield code="d">Sa 2100/10:1 (24)</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="c">09</subfield><subfield code="f">--%%--</subfield><subfield code="d">232 449/9</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">09-02-09</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">63</subfield><subfield code="1">10</subfield><subfield code="x">3401</subfield><subfield code="b">920660703</subfield><subfield code="c">00</subfield><subfield code="f">LBS</subfield><subfield code="d">Sa 2100/10:1 (25)</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="c">09</subfield><subfield code="f">--%%--</subfield><subfield code="d">232 449/10</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">09-02-09</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">63</subfield><subfield code="1">11</subfield><subfield code="x">3401</subfield><subfield code="b">920660711</subfield><subfield code="c">00</subfield><subfield code="f">LBS</subfield><subfield code="d">Sa 2100/10:1 (26)</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="c">09</subfield><subfield code="f">--%%--</subfield><subfield code="d">232 449/11</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">09-02-09</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">63</subfield><subfield code="1">12</subfield><subfield code="x">3401</subfield><subfield code="b">92066072X</subfield><subfield code="c">00</subfield><subfield code="f">LBS</subfield><subfield code="d">Sa 2100/10:1 (27)</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="c">09</subfield><subfield code="f">--%%--</subfield><subfield code="d">232 449/12</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">09-02-09</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">70</subfield><subfield code="1">01</subfield><subfield code="x">0089</subfield><subfield code="b">780166256</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">U 08 B 145</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">12-02-08</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">70</subfield><subfield code="1">02</subfield><subfield code="x">0089</subfield><subfield code="b">859527808</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">U 08 B 145 a</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">12-02-08</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">105</subfield><subfield code="1">01</subfield><subfield code="x">0841</subfield><subfield code="b">1658226259</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">WF 230 2017 A 301</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">30-01-17</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">111</subfield><subfield code="1">01</subfield><subfield code="x">961/6</subfield><subfield code="b">947179666</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">3 tec 220 Wer</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">zf</subfield><subfield code="z">10-09-09</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">136</subfield><subfield code="1">01</subfield><subfield code="x">3526</subfield><subfield code="b">833953125</subfield><subfield code="c">00</subfield><subfield code="f">LS-Ec</subfield><subfield code="d">2008 A 24</subfield><subfield code="e">b</subfield><subfield code="j">--%%--</subfield><subfield code="c">01</subfield><subfield code="f">--%%--</subfield><subfield code="d">Ec 260</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">zwen</subfield><subfield code="z">25-01-08</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">136</subfield><subfield code="1">02</subfield><subfield code="x">3526</subfield><subfield code="b">856599778</subfield><subfield code="c">00</subfield><subfield code="f">LBS-M2</subfield><subfield code="d">2008 A 24 a</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">22-01-08</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">136</subfield><subfield code="1">03</subfield><subfield code="x">3526</subfield><subfield code="b">856599786</subfield><subfield code="c">00</subfield><subfield code="f">LBS-M2</subfield><subfield code="d">2008 A 24 b</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">22-01-08</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">136</subfield><subfield code="1">04</subfield><subfield code="x">3526</subfield><subfield code="b">856599794</subfield><subfield code="c">00</subfield><subfield code="f">LBS-M2</subfield><subfield code="d">2008 A 24 c</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">22-01-08</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">136</subfield><subfield code="1">05</subfield><subfield code="x">3526</subfield><subfield code="b">1601614357</subfield><subfield code="c">00</subfield><subfield code="f">LBS-M2</subfield><subfield code="d">2008 A 24 d</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">zma</subfield><subfield code="z">12-02-16</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">213</subfield><subfield code="1">01</subfield><subfield code="x">0551</subfield><subfield code="b">854840052</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">BW 733-112</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">k</subfield><subfield code="z">23-01-08</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">858552175</subfield><subfield code="c">00</subfield><subfield code="f">CN-Ch</subfield><subfield code="d">Ch 2121</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="h">umsys</subfield><subfield code="y">z</subfield><subfield code="z">05-02-08</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">370</subfield><subfield code="1">02</subfield><subfield code="x">4370</subfield><subfield code="b">876469586</subfield><subfield code="c">00</subfield><subfield code="f">CN-Ch</subfield><subfield code="d">Ch 2121.a</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">03-06-08</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2005</subfield><subfield code="1">01</subfield><subfield code="x">DE-Sa16</subfield><subfield code="b">3077345633</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">ZI 3310 Wer 3. 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IX l Inhaltsverzeichnis … Matrizenrechnung … Matrizen und Vektoren … Matrizenalgebra … Addition und Subtraktion … Multiplikation … Matrizeninversion … Gleichungssysteme … Inhomogene und homogene Gleichungssysteme … Existenz von Lösungen … Lösungsverfahren … Normen und Konditionszahl … Eigenwertprobleme … Allgemeines Eigenwertproblem … Numerische Lösungsverfahren für Eigenwertprobleme … Nichtlineare Gleichungssysteme … Einführung … Sekantenvertahren … Newton-Raphson-Verfahren … Quasi-Newton-Verfahren … Kurvenverfolgungsverfahren … Konvergenzkriterien … Steuerungsstrategien … Grundgleichungen der Elastizitätstheorie … Tragwerkstypen und Grundgleichungen … Grundgleichungen von Fachwerkstab und Scheibe … Grundgleichungen von Biegebalken und Platte … Räumliche Tragwerke … Finite-Element-Methode für Stabwerke … Überblick … Die Finite-Element-Methode als statisches Berechnungsverfahren … Knotenpunkte, Freiheitsgrade und Finite Elemente … Berechnungsverfahren … X Inhaltsverzeichnis … Einruhrungsbeispiel: Ebene Fachwerke … Statisches System … Elementsteifigkeitsmatrix des Fachwerkstabs … Koordinatentransformation … Systemsteifigkeitsmatrix … Autlagerbedingungen … Lösung des Gleichungssystems … Autlagerkräfte und Elementspannungen … Federn … Biegebalken … Elementsteifigkeitsmatrix und Spannungsmatrix I … Elementlasten … Erweiterung der Steifigkeitsmatrix rur Normalkräfte und zur Berücksichtigung der Schubsteifigkeit … Koordinatentransformation … Gelenke … Räumliche Stabwerke … Allgemeines … Biegebalken … Biegebalken mit Wölbkrafttorsion … Federn … Biegebalken … Symmetrische Systeme … Fehlermöglichkeiten bei Stabwerksberechnungen … Kontrollen von Stabwerksberechnungen … Finite-Element-Methode für Flächentragwerke … Autlager … Qualitätssicherung und Dokumentation von Stabwerksberechnungen … Zusammengesetzte Stabwerke … Modellbildung bei Stabwerken Inha … Historische Entwicklung … Überblick … Näherungscharakter der Finite Element Methode … Eindimensionales Erläuterungsbeispiel … Analytische Lösung … FEM-Näherungslösung mit linearem Verschiebungsansatz … FEM-Näherungslösung mit quadratischem Verschiebungsansatz … Inhaltsverzeichnis … i, … ,'" … Eigenschaften der FEM-Näherungslösung … Rechteckelement für Scheiben Xl … Ansatzfunktionen … Verzerrungen und Spannungen … Steifigkeitsmatrix … Elementlasten … Beispiele … r. … Finite Elemente für Scheiben … Eigenschaften von Finiten Elementen … Elemente mit stetigen Verschiebungsansätzen … Nichtkonforme Elemente … Hybride Elemente … Rechteckelement rur Platten … Elementtyp … Ansatzfunktionen … Verzerrungsgrößen und Schnittgrößen … Steitigkeitsmatrix … Elementlasten … ,~ … Finite Elemente für Platten … Schubweiche Plattenelemente mit Verschiebungsansatz … Schubstarre Plattenelemente mit Verschiebungsansatz … Hybride Plattenelemente … Beispiel … Finite Elemente rur Schalen … Ebene Schalenelemente … Gekrümmte Schalenelemente als modifizierte Volumenelemente … Rotationssymmetrische Schalenelemente … Volumenelemente … Verbindung unterschiedlicher Elementarten … Allgemeines .' … EST-Element zur Verbindung von Stäben und Stützen mit Scheiben … EST-Element zur Verbindung von Stützen mit Plattentragwerken … Weitere Elementübergänge … Modellbildung von Bauteilen … Tragwerksmodelle … Singularitäten von Zustandsgrößen … Elementwahl und Netzbildung … Modellbildung bei Scheiben … Inhaltsverzeichnis Inhaltsverz … Modellbildung bei Platten … Geo … J. … Modellbildung bei Faltwerken, Schalen und allgemeinen 3D-Systemen … Ergebnisinterpretation … Fehlerabschätzung und adaptive Netzverdichtung … Kontrollen bei Flächentragwerken … Dokumentation der Finite-Element-Berechnung … Xli … Qualitätssicherung und Dokumentation von Finite-Element Berechnungen … Nicl … Einleitung … Grundbegriffe der Dynamik … Kinematik … Massenkräfte … Dämpfungskräfte … MOl … Bewegungsgleichungen … Freie Schwingungen … Ungedämpfte Schwingungen … Nic … Gedämpfte Schwingungen … Dynamik der Stab- und Flächentragwerke … Schwingungen infolge harmonischer Erregung … Softwal … Schwingungen infolge beliebiger Erregung … Pro: … Direkte numerische Integration … Net … Modalanalyse … Rec … Inte … Fourier-Transformation … Erdbebenberechnung … Allgemeines … Literatur … Zeitverlaufsberechnungen … Internet-l … Antwortspektrenverfahren … Finite-Eie … Tragwerks- und Finite-Element-Modell … Sachwort … Modellbildung von Gebäuden und Boden-Bauwerk-Wechselwirkung … Modellierung der Dämpfung … ModelIierung der Massen … Diskretisierung im Zeit- und Frequenzbereich … Dynamisches Modell und physikalische Wirklichkeit … Modellbildung … Nichtlineare Finite-Element-Methode … Einleitung … Lösungsverfahren nichtlinearer Probleme … werzeichnis … Inhaltsverzeichnis … Geometrisch nichtlineare Finite Elemente XlII … Einleitung … Fachwerkstab nach Theorie III. Ordnung … Fachwerkstab nach Theorie II. Ordnung … Biegebalken nach Theorie II. Ordnung … Plattenelement nach Theorie II. Ordnung … Finite Elemente mit großen Verschiebungen … leIl … Nichtlineare Materialgesetze … Allgemeines … Eindimensionale Materialgesetze rur Stahl, Beton und Stahlbeton … Mehrdimensionale Materialgesetze nach der Plastizitätstheorie … Zweidimensionale Materialgesetze für Stahl, Beton und Stahlbeton … Elemente mit materieller Nichtlinearität … Modellbildung … Stabtragwerke … Flächentragwerke … Nichtlineare Berechnungen in der Baustatik … Softwaretechnische Aspekte von Finite-Element-Programmen … Programmaufbau und Benutzerobertlächen … Netzgenerierung … Rechnerinteme Behandlung von Gleichungssystemen … Integration in die computerunterstützte Tragwerksplanung … Literatur … Internet-Adressen … Finite-Element-Software … Sachwortverzeichnis … |
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