Physical models : their historical and current use in civil and building engineering design
Autor*in: |
Addis, Bill - 1949- [herausgeberIn] |
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Körperschaften: |
Wilhelm Ernst & Sohn [Verlag] |
Format: |
Buch |
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Sprache: |
Englisch |
Erschienen: |
Berlin: Ernst & Sohn ; 2021 © 2021 |
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Schlagwörter: |
Bautechnik / Baukonstruktion / Bauvorhaben / Modell / Baumechanik / Simulation / Modelltechnik / Geschichte Anfänge-2020 Bauwesen / Bautechnik / Bauvorhaben / Design / Modell / Modelltechnik / Modellversuch / Geschichte Anfänge-2020 |
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Formangabe: |
Aufsatzsammlung |
Systematik: |
|
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Umfang: |
xxxii, 1113 Seiten ; Illustrationen, Diagramme, Pläne |
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Weitere Ausgabe: |
Erscheint auch als Online-Ausgabe: Physical models - Berlin : Ernst & Sohn, 2021 |
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Reihe: |
Construction history series |
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Links: | |
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ISBN: |
978-3-433-03257-2 3-433-03257-2 |
Katalog-ID: |
1665432276 |
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19,N15 dnb 1182713092 DE-101 9783433032572 : circa EUR 99.00 (DE) (freier Preis) 978-3-433-03257-2 3433032572 3-433-03257-2 9783433032572 1603257 000 (DE-627)1665432276 (DE-599)DNB1182713092 (OCoLC)1096285837 DE-627 ger DE-627 rda eng XA-DE-BE 624.17 DE-101 624 DE-101 ZH 3750 rvk (DE-625)rvk/156123: 56.01 bkl 56.03 bkl 56.61 bkl Physical models their historical and current use in civil and building engineering design edited by Bill Addis Berlin Ernst & Sohn [2021] © 2021 xxxii, 1113 Seiten Illustrationen, Diagramme, Pläne Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier Construction history series Aufsatzsammlung (DE-588)4143413-4 (DE-627)105605727 (DE-576)209726091 gnd-content s (DE-588)4004955-3 (DE-627)106383558 (DE-576)208858520 Bautechnik gnd s (DE-588)4004821-4 (DE-627)106384066 (DE-576)208857982 Baukonstruktion gnd s (DE-588)4120975-8 (DE-627)10450112X (DE-576)209539534 Bauvorhaben gnd s (DE-588)4039798-1 (DE-627)106226576 (DE-576)209036699 Modell gnd s (DE-588)4355658-9 (DE-627)181268779 (DE-576)211572861 Baumechanik gnd s (DE-588)4055072-2 (DE-627)106159739 (DE-576)209112050 Simulation gnd s (DE-588)4754981-6 (DE-627)373408048 (DE-576)216072743 Modelltechnik gnd z gnd Geschichte Anfänge-2020 DE-101 s (DE-588)4144204-0 (DE-627)105600059 (DE-576)209732261 Bauwesen gnd s (DE-588)4004955-3 (DE-627)106383558 (DE-576)208858520 Bautechnik gnd s (DE-588)4120975-8 (DE-627)10450112X (DE-576)209539534 Bauvorhaben gnd s (DE-588)4011510-0 (DE-627)106352466 (DE-576)208893903 Design gnd s (DE-588)4039798-1 (DE-627)106226576 (DE-576)209036699 Modell gnd s (DE-588)4754981-6 (DE-627)373408048 (DE-576)216072743 Modelltechnik gnd s (DE-588)4170304-2 (DE-627)105403393 (DE-576)209929235 Modellversuch gnd z gnd Geschichte Anfänge-2020 (DE-627) Addis, Bill 1949- herausgeberin (DE-588)1014491118 (DE-627)666987114 (DE-576)168218437 edt Wilhelm Ernst & Sohn Verlag (DE-588)2026876-2 (DE-627)102242909 (DE-576)191790281 pbl 9783433609620 ePDF 9783433609637 ePub 9783433609613 oBook Erscheint auch als Online-Ausgabe Physical models Berlin : Ernst & Sohn, 2021 1 Online-Ressource (xxxii, 1113 Seiten) (DE-627)1738697215 9783433609613 9783433609620 9783433609637 http://www.gbv.de/dms/weimar/toc/1665432276_toc.pdf DE-601 application/pdf Inhaltsverzeichnis http://www.wiley-vch.de/publish/dt/books/ISBN978-3-433-03257-2/ X: MVB 2019-05-14 Verlag Unbekannt https://swbplus.bsz-bw.de/bsz1665432276cov.jpg V:DE-576 X:WILEY image/jpeg 20201112180239 Cover GBV_ILN_30 ISIL_DE-104 SYSFLAG_1 GBV_KXP GBV_ILN_63 ISIL_DE-Wim2 GBV_ILN_70 ISIL_DE-89 GBV_ILN_72 ISIL_DE-35 GBV_ILN_181 GBV_ILN_181_b010 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_1036 ISIL_DE-Hv130 GBV_ILN_2006 ISIL_DE-14 GBV_ILN_2015 ISIL_DE-93 GBV_ILN_2016 ISIL_DE-93-60 ISIL_DE-93-209 ISIL_DE-93-103 ISIL_DE-93-100 GBV_ILN_2018 ISIL_DE-31 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2046 ISIL_DE-N1 GBV_ILN_2354 ISIL_DE-Ka74 GBV_ILN_2568 ISIL_DE-631 BWLB ZH 3750 Modellbau Technik Architektur Architekturpraxis Modellbau (DE-627)1271598906 (DE-625)rvk/156123: (DE-576)201598906 56.01 Geschichte des Bauingenieurwesens (DE-627)106412132 56.03 Methoden im Bauingenieurwesen (DE-627)181570335 56.61 Architektonisches Zeichnen (DE-627)106415301 BO 045F 624.17 30 01 0104 3951127546 00 104/03 CL 03 : 001147 g --%%-- Genauere Informationen bitte im Institut erfragen zi003 14-07-21 63 01 3401 373619515X 00 F2 Ta 0060/30 d --%%-- zf 17-11-20 70 01 0089 3693133891 00 --%%-- U 20 B 1161 u --%%-- Erworben aus Studienqualitätsmitteln z 05-10-20 72 01 0035 4506747658 00 ZEN 2024/3993 u --%%-- kz 03-04-24 181 01 3181/010 3763671684 00 KB 8 2020 4025 i --%%-- 10 --%%-- ::8:2020:4025: --%%-- --%%-- zb010 28-09-20 370 01 4370 3760596037 00 OG ZI 2850 002 u --%%-- z 23-09-20 1036 01 4036 1 4361497605 00 Hist.Museum - Bibliothek 5V7b,6 g --%%-- n 31-07-20 2006 01 DE-14 3836546442 00 --%%-- --%%-- --%%-- --%%-- l01 14-01-21 2015 01 DE-93 3892560005 00 --%%-- --%%-- --%%-- l l01 22-03-21 2016 01 DE-93-60 3796269087 00 --%%-- N 95 p --%%-- Inv.Nr. 3665 l01 10-11-20 2016 12 DE-93-209 389076021X 00 --%%-- F 73**0019 p --%%-- Inv.Nr. 2020.00054 l01 18-03-21 2016 23 DE-93-103 3990252720 00 --%%-- R 108 p --%%-- l01 15-10-21 2016 34 DE-93-100 4014584348 00 --%%-- 8 Phy n --%%-- l01 06-12-21 2018 01 DE-31 3811680161 00 --%%-- --%%-- --%%-- l l01 24-11-20 2027 01 DE-105 3923337671 00 --%%-- 21.1620 8. --%%-- --%%-- l01 05-05-21 2046 01 DE-N1 4078900437 00 --%%-- --%%-- p --%%-- l01 04-03-22 2354 01 DE-Ka74 4228450393 00 5.10 64121 --%%-- --%%-- l01 08-12-22 2568 01 DE-631 4431788875 00 --%%-- --%%-- --%%-- n Nachweis der Landesbibliographie Baden-Württemberg - nur zur Auswertung l01 11-12-23 63 00 DE-Wim2 00 Ta 0060 2027 01 DE-105 00 (DE-627)129350534X DK 69 2027 01 DE-105 00 (DE-627)129397367X DK 624/627 63 01 3401 WIM2$00601951X 70 01 0089 89$140923179 72 01 0035 35$039808920 370 01 4370 HC054727 63 01 3401 298 582 72 01 0035 35$039808920 181 01 3181/010 8/2020/4025 370 01 4370 2020-1104 2016 34 DE-93-100 Inv.-Nr.: B1/475/5037 370 01 4370 2020.09.24 |
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19,N15 dnb 1182713092 DE-101 9783433032572 : circa EUR 99.00 (DE) (freier Preis) 978-3-433-03257-2 3433032572 3-433-03257-2 9783433032572 1603257 000 (DE-627)1665432276 (DE-599)DNB1182713092 (OCoLC)1096285837 DE-627 ger DE-627 rda eng XA-DE-BE 624.17 DE-101 624 DE-101 ZH 3750 rvk (DE-625)rvk/156123: 56.01 bkl 56.03 bkl 56.61 bkl Physical models their historical and current use in civil and building engineering design edited by Bill Addis Berlin Ernst & Sohn [2021] © 2021 xxxii, 1113 Seiten Illustrationen, Diagramme, Pläne Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier Construction history series Aufsatzsammlung (DE-588)4143413-4 (DE-627)105605727 (DE-576)209726091 gnd-content s (DE-588)4004955-3 (DE-627)106383558 (DE-576)208858520 Bautechnik gnd s (DE-588)4004821-4 (DE-627)106384066 (DE-576)208857982 Baukonstruktion gnd s (DE-588)4120975-8 (DE-627)10450112X (DE-576)209539534 Bauvorhaben gnd s (DE-588)4039798-1 (DE-627)106226576 (DE-576)209036699 Modell gnd s (DE-588)4355658-9 (DE-627)181268779 (DE-576)211572861 Baumechanik gnd s (DE-588)4055072-2 (DE-627)106159739 (DE-576)209112050 Simulation gnd s (DE-588)4754981-6 (DE-627)373408048 (DE-576)216072743 Modelltechnik gnd z gnd Geschichte Anfänge-2020 DE-101 s (DE-588)4144204-0 (DE-627)105600059 (DE-576)209732261 Bauwesen gnd s (DE-588)4004955-3 (DE-627)106383558 (DE-576)208858520 Bautechnik gnd s (DE-588)4120975-8 (DE-627)10450112X (DE-576)209539534 Bauvorhaben gnd s (DE-588)4011510-0 (DE-627)106352466 (DE-576)208893903 Design gnd s (DE-588)4039798-1 (DE-627)106226576 (DE-576)209036699 Modell gnd s (DE-588)4754981-6 (DE-627)373408048 (DE-576)216072743 Modelltechnik gnd s (DE-588)4170304-2 (DE-627)105403393 (DE-576)209929235 Modellversuch gnd z gnd Geschichte Anfänge-2020 (DE-627) Addis, Bill 1949- herausgeberin (DE-588)1014491118 (DE-627)666987114 (DE-576)168218437 edt Wilhelm Ernst & Sohn Verlag (DE-588)2026876-2 (DE-627)102242909 (DE-576)191790281 pbl 9783433609620 ePDF 9783433609637 ePub 9783433609613 oBook Erscheint auch als Online-Ausgabe Physical models Berlin : Ernst & Sohn, 2021 1 Online-Ressource (xxxii, 1113 Seiten) (DE-627)1738697215 9783433609613 9783433609620 9783433609637 http://www.gbv.de/dms/weimar/toc/1665432276_toc.pdf DE-601 application/pdf Inhaltsverzeichnis http://www.wiley-vch.de/publish/dt/books/ISBN978-3-433-03257-2/ X: MVB 2019-05-14 Verlag Unbekannt https://swbplus.bsz-bw.de/bsz1665432276cov.jpg V:DE-576 X:WILEY image/jpeg 20201112180239 Cover GBV_ILN_30 ISIL_DE-104 SYSFLAG_1 GBV_KXP GBV_ILN_63 ISIL_DE-Wim2 GBV_ILN_70 ISIL_DE-89 GBV_ILN_72 ISIL_DE-35 GBV_ILN_181 GBV_ILN_181_b010 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_1036 ISIL_DE-Hv130 GBV_ILN_2006 ISIL_DE-14 GBV_ILN_2015 ISIL_DE-93 GBV_ILN_2016 ISIL_DE-93-60 ISIL_DE-93-209 ISIL_DE-93-103 ISIL_DE-93-100 GBV_ILN_2018 ISIL_DE-31 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2046 ISIL_DE-N1 GBV_ILN_2354 ISIL_DE-Ka74 GBV_ILN_2568 ISIL_DE-631 BWLB ZH 3750 Modellbau Technik Architektur Architekturpraxis Modellbau (DE-627)1271598906 (DE-625)rvk/156123: (DE-576)201598906 56.01 Geschichte des Bauingenieurwesens (DE-627)106412132 56.03 Methoden im Bauingenieurwesen (DE-627)181570335 56.61 Architektonisches Zeichnen (DE-627)106415301 BO 045F 624.17 30 01 0104 3951127546 00 104/03 CL 03 : 001147 g --%%-- Genauere Informationen bitte im Institut erfragen zi003 14-07-21 63 01 3401 373619515X 00 F2 Ta 0060/30 d --%%-- zf 17-11-20 70 01 0089 3693133891 00 --%%-- U 20 B 1161 u --%%-- Erworben aus Studienqualitätsmitteln z 05-10-20 72 01 0035 4506747658 00 ZEN 2024/3993 u --%%-- kz 03-04-24 181 01 3181/010 3763671684 00 KB 8 2020 4025 i --%%-- 10 --%%-- ::8:2020:4025: --%%-- --%%-- zb010 28-09-20 370 01 4370 3760596037 00 OG ZI 2850 002 u --%%-- z 23-09-20 1036 01 4036 1 4361497605 00 Hist.Museum - 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19,N15 dnb 1182713092 DE-101 9783433032572 : circa EUR 99.00 (DE) (freier Preis) 978-3-433-03257-2 3433032572 3-433-03257-2 9783433032572 1603257 000 (DE-627)1665432276 (DE-599)DNB1182713092 (OCoLC)1096285837 DE-627 ger DE-627 rda eng XA-DE-BE 624.17 DE-101 624 DE-101 ZH 3750 rvk (DE-625)rvk/156123: 56.01 bkl 56.03 bkl 56.61 bkl Physical models their historical and current use in civil and building engineering design edited by Bill Addis Berlin Ernst & Sohn [2021] © 2021 xxxii, 1113 Seiten Illustrationen, Diagramme, Pläne Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier Construction history series Aufsatzsammlung (DE-588)4143413-4 (DE-627)105605727 (DE-576)209726091 gnd-content s (DE-588)4004955-3 (DE-627)106383558 (DE-576)208858520 Bautechnik gnd s (DE-588)4004821-4 (DE-627)106384066 (DE-576)208857982 Baukonstruktion gnd s (DE-588)4120975-8 (DE-627)10450112X (DE-576)209539534 Bauvorhaben gnd s (DE-588)4039798-1 (DE-627)106226576 (DE-576)209036699 Modell gnd s (DE-588)4355658-9 (DE-627)181268779 (DE-576)211572861 Baumechanik gnd s (DE-588)4055072-2 (DE-627)106159739 (DE-576)209112050 Simulation gnd s (DE-588)4754981-6 (DE-627)373408048 (DE-576)216072743 Modelltechnik gnd z gnd Geschichte Anfänge-2020 DE-101 s (DE-588)4144204-0 (DE-627)105600059 (DE-576)209732261 Bauwesen gnd s (DE-588)4004955-3 (DE-627)106383558 (DE-576)208858520 Bautechnik gnd s (DE-588)4120975-8 (DE-627)10450112X (DE-576)209539534 Bauvorhaben gnd s (DE-588)4011510-0 (DE-627)106352466 (DE-576)208893903 Design gnd s (DE-588)4039798-1 (DE-627)106226576 (DE-576)209036699 Modell gnd s (DE-588)4754981-6 (DE-627)373408048 (DE-576)216072743 Modelltechnik gnd s (DE-588)4170304-2 (DE-627)105403393 (DE-576)209929235 Modellversuch gnd z gnd Geschichte Anfänge-2020 (DE-627) Addis, Bill 1949- herausgeberin (DE-588)1014491118 (DE-627)666987114 (DE-576)168218437 edt Wilhelm Ernst & Sohn Verlag (DE-588)2026876-2 (DE-627)102242909 (DE-576)191790281 pbl 9783433609620 ePDF 9783433609637 ePub 9783433609613 oBook Erscheint auch als Online-Ausgabe Physical models Berlin : Ernst & Sohn, 2021 1 Online-Ressource (xxxii, 1113 Seiten) (DE-627)1738697215 9783433609613 9783433609620 9783433609637 http://www.gbv.de/dms/weimar/toc/1665432276_toc.pdf DE-601 application/pdf Inhaltsverzeichnis http://www.wiley-vch.de/publish/dt/books/ISBN978-3-433-03257-2/ X: MVB 2019-05-14 Verlag Unbekannt https://swbplus.bsz-bw.de/bsz1665432276cov.jpg V:DE-576 X:WILEY image/jpeg 20201112180239 Cover GBV_ILN_30 ISIL_DE-104 SYSFLAG_1 GBV_KXP GBV_ILN_63 ISIL_DE-Wim2 GBV_ILN_70 ISIL_DE-89 GBV_ILN_72 ISIL_DE-35 GBV_ILN_181 GBV_ILN_181_b010 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_1036 ISIL_DE-Hv130 GBV_ILN_2006 ISIL_DE-14 GBV_ILN_2015 ISIL_DE-93 GBV_ILN_2016 ISIL_DE-93-60 ISIL_DE-93-209 ISIL_DE-93-103 ISIL_DE-93-100 GBV_ILN_2018 ISIL_DE-31 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2046 ISIL_DE-N1 GBV_ILN_2354 ISIL_DE-Ka74 GBV_ILN_2568 ISIL_DE-631 BWLB ZH 3750 Modellbau Technik Architektur Architekturpraxis Modellbau (DE-627)1271598906 (DE-625)rvk/156123: (DE-576)201598906 56.01 Geschichte des Bauingenieurwesens (DE-627)106412132 56.03 Methoden im Bauingenieurwesen (DE-627)181570335 56.61 Architektonisches Zeichnen (DE-627)106415301 BO 045F 624.17 30 01 0104 3951127546 00 104/03 CL 03 : 001147 g --%%-- Genauere Informationen bitte im Institut erfragen zi003 14-07-21 63 01 3401 373619515X 00 F2 Ta 0060/30 d --%%-- zf 17-11-20 70 01 0089 3693133891 00 --%%-- U 20 B 1161 u --%%-- Erworben aus Studienqualitätsmitteln z 05-10-20 72 01 0035 4506747658 00 ZEN 2024/3993 u --%%-- kz 03-04-24 181 01 3181/010 3763671684 00 KB 8 2020 4025 i --%%-- 10 --%%-- ::8:2020:4025: --%%-- --%%-- zb010 28-09-20 370 01 4370 3760596037 00 OG ZI 2850 002 u --%%-- z 23-09-20 1036 01 4036 1 4361497605 00 Hist.Museum - 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GBV_ILN_30 ISIL_DE-104 SYSFLAG_1 GBV_KXP GBV_ILN_63 ISIL_DE-Wim2 GBV_ILN_70 ISIL_DE-89 GBV_ILN_72 ISIL_DE-35 GBV_ILN_181 GBV_ILN_181_b010 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_1036 ISIL_DE-Hv130 GBV_ILN_2006 ISIL_DE-14 GBV_ILN_2015 ISIL_DE-93 GBV_ILN_2016 ISIL_DE-93-60 ISIL_DE-93-209 ISIL_DE-93-103 ISIL_DE-93-100 GBV_ILN_2018 ISIL_DE-31 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2046 ISIL_DE-N1 GBV_ILN_2354 ISIL_DE-Ka74 GBV_ILN_2568 ISIL_DE-631 BIBCOLL_BWLB |
signature_weitere_iln_str_mv |
181:10@::8:2020:4025: 3181/010:10@::8:2020:4025: |
signature_weitere_iln_scis_mv |
181:10@::8:2020:4025: 3181/010:10@::8:2020:4025: |
title_short |
Physical models |
ausleihindikator_str_mv |
30:g 63:d 70:u 72:u 181:i 370:u 1036:g 2006:- 2015:- 2016:p 2016:n 2018:- 2027:- 2046:p 2354:- 2568:- |
rolewithnormlink_str_mv |
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remote_bool |
false |
GND_str_mv |
Beiträge <Formschlagwort> Einzelbeiträge Sammelwerk <Formschlagwort> Aufsatzsammlung Bauingenieurwesen Bautechnik Architektur / Konstruktion Bauwesen / Konstruktion Baukonstruktion Architekturprojekt Architektur / Projekt Bauprojekt Bauvorhaben Modell Baumechanik Simulationsmodell Simulationsmethode Simulationsexperiment Simulationstechnik <Simulation> Simulation Ähnlichkeitsmechanik Modellversuch <Technik> Modelltechnik Bauwesen Eingetragenes Design Formgebung <Design> Design Versuch <Modellversuch> Modellversuch Addis, William Addis, Bill Verlag für Architektur und Technische Wissenschaften (Berlin) Verlag Wilhelm Ernst und Sohn Wilhelm Ernst & Sohn (Berlin) Verlag für Architektur und Technische Wissenschaften GmbH & Co. KG Ernst und Sohn, Verlag Wilhelm (Berlin) Wilhelm Ernst und Sohn Verlag Ernst & Sohn (Berlin) Verlag Wilhelm Ernst & Sohn (Berlin) Wilhelm Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG Verlag Wilhelm Ernst und Sohn (Berlin) Wilhelm Ernst & Sohn, Verlag für Architektur und Technische Wissenschaften Verlag für Architektur und Technische Wissenschaften Wilhelm Ernst & Sohn, Verlag für Architektur und Technische Wissenschaften (Berlin) Ernst und Sohn (Berlin) Ernst & Sohn (Berlin) Wilhelm Ernst und Sohn, Verlag (Berlin) Ernst und Sohn Wilhelm Ernst & Sohn |
GND_txt_mv |
Beiträge <Formschlagwort> Einzelbeiträge Sammelwerk <Formschlagwort> Aufsatzsammlung Bauingenieurwesen Bautechnik Architektur / Konstruktion Bauwesen / Konstruktion Baukonstruktion Architekturprojekt Architektur / Projekt Bauprojekt Bauvorhaben Modell Baumechanik Simulationsmodell Simulationsmethode Simulationsexperiment Simulationstechnik <Simulation> Simulation Ähnlichkeitsmechanik Modellversuch <Technik> Modelltechnik Bauwesen Eingetragenes Design Formgebung <Design> Design Versuch <Modellversuch> Modellversuch Addis, William Addis, Bill Verlag für Architektur und Technische Wissenschaften (Berlin) Verlag Wilhelm Ernst und Sohn Wilhelm Ernst & Sohn (Berlin) Verlag für Architektur und Technische Wissenschaften GmbH & Co. KG Ernst und Sohn, Verlag Wilhelm (Berlin) Wilhelm Ernst und Sohn Verlag Ernst & Sohn (Berlin) Verlag Wilhelm Ernst & Sohn (Berlin) Wilhelm Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG Verlag Wilhelm Ernst und Sohn (Berlin) Wilhelm Ernst & Sohn, Verlag für Architektur und Technische Wissenschaften Verlag für Architektur und Technische Wissenschaften Wilhelm Ernst & Sohn, Verlag für Architektur und Technische Wissenschaften (Berlin) Ernst und Sohn (Berlin) Ernst & Sohn (Berlin) Wilhelm Ernst und Sohn, Verlag (Berlin) Ernst und Sohn Wilhelm Ernst & Sohn |
GND_txtF_mv |
Beiträge <Formschlagwort> Einzelbeiträge Sammelwerk <Formschlagwort> Aufsatzsammlung Bauingenieurwesen Bautechnik Architektur / Konstruktion Bauwesen / Konstruktion Baukonstruktion Architekturprojekt Architektur / Projekt Bauprojekt Bauvorhaben Modell Baumechanik Simulationsmodell Simulationsmethode Simulationsexperiment Simulationstechnik <Simulation> Simulation Ähnlichkeitsmechanik Modellversuch <Technik> Modelltechnik Bauwesen Eingetragenes Design Formgebung <Design> Design Versuch <Modellversuch> Modellversuch Addis, William Addis, Bill Verlag für Architektur und Technische Wissenschaften (Berlin) Verlag Wilhelm Ernst und Sohn Wilhelm Ernst & Sohn (Berlin) Verlag für Architektur und Technische Wissenschaften GmbH & Co. KG Ernst und Sohn, Verlag Wilhelm (Berlin) Wilhelm Ernst und Sohn Verlag Ernst & Sohn (Berlin) Verlag Wilhelm Ernst & Sohn (Berlin) Wilhelm Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG Verlag Wilhelm Ernst und Sohn (Berlin) Wilhelm Ernst & Sohn, Verlag für Architektur und Technische Wissenschaften Verlag für Architektur und Technische Wissenschaften Wilhelm Ernst & Sohn, Verlag für Architektur und Technische Wissenschaften (Berlin) Ernst und Sohn (Berlin) Ernst & Sohn (Berlin) Wilhelm Ernst und Sohn, Verlag (Berlin) Ernst und Sohn Wilhelm Ernst & Sohn |
callnumber-a |
CL 03 : 001147 |
up_date |
2024-07-16T10:49:46.422Z |
fullrecord_marcxml |
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code="2">045F</subfield><subfield code="a">624.17</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">30</subfield><subfield code="1">01</subfield><subfield code="x">0104</subfield><subfield code="b">3951127546</subfield><subfield code="c">00</subfield><subfield code="f">104/03</subfield><subfield code="d">CL 03 : 001147</subfield><subfield code="e">g</subfield><subfield code="j">--%%--</subfield><subfield code="k">Genauere Informationen bitte im Institut erfragen</subfield><subfield code="y">zi003</subfield><subfield code="z">14-07-21</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">63</subfield><subfield code="1">01</subfield><subfield code="x">3401</subfield><subfield code="b">373619515X</subfield><subfield code="c">00</subfield><subfield code="f">F2</subfield><subfield code="d">Ta 0060/30</subfield><subfield code="e">d</subfield><subfield code="j">--%%--</subfield><subfield code="y">zf</subfield><subfield code="z">17-11-20</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">3693133891</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">U 20 B 1161</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="k">Erworben aus Studienqualitätsmitteln</subfield><subfield code="y">z</subfield><subfield code="z">05-10-20</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">72</subfield><subfield code="1">01</subfield><subfield code="x">0035</subfield><subfield code="b">4506747658</subfield><subfield code="c">00</subfield><subfield code="f">ZEN</subfield><subfield code="d">2024/3993</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">kz</subfield><subfield code="z">03-04-24</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">181</subfield><subfield code="1">01</subfield><subfield code="x">3181/010</subfield><subfield code="b">3763671684</subfield><subfield code="c">00</subfield><subfield code="f">KB</subfield><subfield code="d">8 2020 4025</subfield><subfield code="e">i</subfield><subfield code="j">--%%--</subfield><subfield code="c">10</subfield><subfield code="f">--%%--</subfield><subfield code="d">::8:2020:4025:</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">zb010</subfield><subfield code="z">28-09-20</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">370</subfield><subfield code="1">01</subfield><subfield code="x">4370</subfield><subfield code="b">3760596037</subfield><subfield code="c">00</subfield><subfield code="f">OG</subfield><subfield code="d">ZI 2850 002</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">23-09-20</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">1036</subfield><subfield code="1">01</subfield><subfield code="x">4036</subfield><subfield code="a">1</subfield><subfield code="b">4361497605</subfield><subfield code="c">00</subfield><subfield code="f">Hist.Museum - Bibliothek</subfield><subfield code="d">5V7b,6</subfield><subfield code="e">g</subfield><subfield code="j">--%%--</subfield><subfield code="y">n</subfield><subfield code="z">31-07-20</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2006</subfield><subfield code="1">01</subfield><subfield code="x">DE-14</subfield><subfield code="b">3836546442</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">14-01-21</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2015</subfield><subfield code="1">01</subfield><subfield code="x">DE-93</subfield><subfield code="b">3892560005</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">--%%--</subfield><subfield code="j">l</subfield><subfield code="y">l01</subfield><subfield code="z">22-03-21</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2016</subfield><subfield code="1">01</subfield><subfield code="x">DE-93-60</subfield><subfield code="b">3796269087</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">N 95</subfield><subfield code="e">p</subfield><subfield code="j">--%%--</subfield><subfield code="k">Inv.Nr. 3665</subfield><subfield code="y">l01</subfield><subfield code="z">10-11-20</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2016</subfield><subfield code="1">12</subfield><subfield code="x">DE-93-209</subfield><subfield code="b">389076021X</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">F 73**0019</subfield><subfield code="e">p</subfield><subfield code="j">--%%--</subfield><subfield code="k">Inv.Nr. 2020.00054</subfield><subfield code="y">l01</subfield><subfield code="z">18-03-21</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2016</subfield><subfield code="1">23</subfield><subfield code="x">DE-93-103</subfield><subfield code="b">3990252720</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">R 108</subfield><subfield code="e">p</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">15-10-21</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2016</subfield><subfield code="1">34</subfield><subfield code="x">DE-93-100</subfield><subfield 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PHYSICAL MODELS Their historical and current use in civil and building engineering design Edited by Bill Addis 1xiii Contents Foreword of the series editors Foreword vii Preface v ix Section A Physical models from ancient times to the 1880s … Models in civil engineering from ancient times to the lndustrial Revolution … Dirk Bühler … Introduction … Engineering models in classical times … Tue Master Builders of the Renaissance and their engineering models S Phillipo Brunelleschi and Florence cathedral … Leonardo da Vinci … Andrea Palladio … Domenico Fontana and moving the Vatican obelisk … Tue Fleischbrücke: a case study in technology transfer … Tue first collections of engineering models … Elias Holl and the Augsburg model chamber … Caspar Walter and hydraulic engineering in Augsburg … Models in the Age of Enlightenment … Cabinets of curiosities … Tue models of Hans Ulrich Grubenmann … Tue models of John Smeaton … Final remarks … References … Blockmodels ofthe masonry arch and vault … Santiago Huerta … The beginnings of arch construction … The use of block models from 1400 to 1700 … Leonardo da Vinci … xiv I Contents … Robert Hooke and Christopher Wren … Block models in eighteenth- and nineteenth-century France … Henri Gautier, 1717 … Augustin Danyzy, 1732 … Frani;:ois-Michel Lecreulx, 1774 … Louis-Charles Boistard, 1797 … Emiland-Marie Gauthey, 1798 … Jean-Baptiste Rondelet, 1797-1813 … Louis Vicat, 1832 … Edouard-Henri-Frani;:ois Mery, 1828 and 1840 … Block models in nineteenth-century Britain … John Robison, 1801 … Thomas Young, 1807-1824 … William Bland, 1836-1839 … Henry Moseley, 1833-1837 … William Henry Barlow, 1846 … Henry Charles Fleeming Jenkin, 1876 … Block models in the late nineteenth and twentieth centuries … Modelling the elastic behaviour of masonry arches … Alfred Pippard, 1936-1938 … Epilogue - the 'plastic' theory of masonry structures … References … The catenary and the line of thrust as a means for shaping arches and vaults … Rainer Graefe … Introduction … Robert Hooke's theory … Early arch forms … Circular and spherical shapes … The special shape ofthe catenary … The early use of the catenary in construction … Hooke and Wren - theory and construction practice … Hidden or on view? … Poleni's hanging experiment for St. Peter's Basilica, Rome … Kulibin's Bridge over the River Neva … Silberschlag's hanging models … Rondelet's dome for Sainte Genevieve … Catenary models in the early nineteenth century … Models of upright catenary arches … Rejection of the catenary as an arch form … Hanging models and the design of arch bridges … Hanging models for architectural designs … Heinrich Hübsch … Carl-Anton Henschel … The catenary architecture of Wilhelm Tappe … Vaulted stairs … Contents … Aesthetics of the catenary … Hanging models become three-dimensional … Three-dimensional net models by Karl Mohrmann … Tue Reichstag Project by Fritz Gösling … The legendary model of Colonia Güell built by Antoni Gaudi Epilogue … References … Leonhard Euler and the model tests for a … -metre timber arch bridge in St. Petersburg … Andreas Kah/ow … Timber bridges and material experiments in the eighteenth century … Timber bridges in the mid-eighteenth century … Experimental testing of material properties … Proposals for a bridge across the River Neva in St Petersburg … Tue first design proposals by Ivan Kulibin … The bridge design competition of 1771 … Kulibin's experimental model from 1776 … Euler's 'Simple rule' for assessing the strength ofbridges … Competition between rival designs for the Neva Bridge … The models ofKulibin and de Ribas … Tue Academy is required to judge between the designs … Further work by Euler … Euler's work on column buckling of 1776 … Definition of the modulus of elasticity … Calculation of the modulus of elasticity h from the data of Musschenbroek's buckling tests … Tue practical solution to the academic question: Kulibin's experiment … Final remarks … Abbreviations and citation methods … References … The use of models in early nineteenth-century British suspension bridge design 16J Denis Smith … Suspension bridges in the early nineteenth century … Tue proposed suspension bridge at Runcorn … Tue proposed suspension bridge at Montrose … Tue Menai suspension bridge - chain geometry model … Wood as a material for suspension chains … James Dredge and the taper chain controversy … The Dredge and Clive correspondence … Tue Ballee Khal bridge - Calcutta … I xv xvi I Contents … Final remarks … Acknowledgements References … Models used during the design of the Conway and Britannia tubular bridges … Bill Addis … The Chester to Holyhead railway … Bridge engineering around 1840 … The first set of model tests - Fairbairn in Millwall … The second set of model tests - Hodgkinson in Manchester The third series of tests, on the large model - Fairbairn in Manchester … Discussion of similarity … Final remarks … References … Section B Physical models used in structural design, 1890s-1930s … The use of models to inform the structural design of dams, 1890s-1930s … Mike Chrimes … Introduction - the British experimental approach in the nineteenth century … Masonry dam design before 1900 … The Aswan Dam … The genesis ofthe First Aswan Dam scheme … Raising the Aswan dam and the stability controversy … Responses to Baker's call for the use ofmodels for the Aswan dam … The introduction oflndia-rubber models … The mathematicians respond … The ICE debate in January 1908 … Wilson and Gore's studies with mechanical models … Ottley and Brightmore's studies with Plasticine models … Further contributions to the debate … After Wilson and Gore … The use of physical models for designing dams between the Wars … Physical and numerical models - post-war developments … Conclusions … Further reading … Acknowledgements … References … Contents … Models used during the design of the Boulder Dam … Bil/Addis … The US Bureau ofReclamation dams: 1925-1940 … Preliminary model studies … Stevenson Creek Experimental Dam … Gibson Dam … Boulder Dam - structural model studies … The … scale plaster-Celite model … The … scale, … -D plaster-Celite cantilever model … The … scale, … -D plaster-Celite arch model … The … scale … -D rubber-litharge model … Boulder Dam - hydraulic model studies … Model studies for design of the spillways … Model studies for design of the penstocks and intake tower Model studies for design of the outlet works … Final remarks … Acknowledgements … References … The role of models in the early development of Zeiss-Dywidag shells … RolandMay … Zeiss-Dywidag shells: an absence of empiricism? The Jena models: domes … Tue Jena models: cylindrical shells … Basic research in Biebrich … Models of large-scale buildings … Tue 'white temple' of Biebrich … Outlook and conclusion … References … Model testing of structures in pre-war ltaly: the School of Arturo Danusso … Maria Alberto Chiorino and Gabriele Neri … The beginning of model testing in Italy … The Laboratorio Prove Modelli e Costruzioni at the Polytechnic of Milan … Arturo Danusso and Guido Oberti … Models for concrete dam design in the 1930s … The encounter between Arturo Danusso and Pier Luigi Nervi … Model analysis and structural intuition in the work of Pier Luigi Nervi … Further experimental model studies by Nervi and Oberti … The monumental arch for the 1942 Universal Exhibition in Rome … Pavilion for the 1947 Milan Trade Fair … Civic Centre for Tucuman, Argentina … I xvii xviii I Contents … Final remarks … Further reading … References … Eduardo Torroja and his use of models up to 1936 Joaqufn Antuna … Introduction … Tests on full-scale models … The Hospital Clinico in the University City in Madrid … Courtyard roof at the Escuela elemental de trabajo (Elementary Technical School), Madrid … Roof of the grandstands of the Zarzuela Hippodrome, Madrid … Tests on equivalent reduced-size models … The roofs of operating theatres at the Hospital Clinico in the University City in Madrid … The market hall in Algeciras, Spain … Tue Front6n Recoletos, Madrid … Description of the model … Description of the test, application of loads … Final remarks … Further reading … References … Bil/Addis The principles of photoelastic stress analysis … Photoelasticity … Tue basic photoelastic image … Analysing the results of a photoelastic model test … Photoelastic materials … History of photoelastic stress analysis … Birefringence, or double refraction … Tue beginnings of photoelastic analysis in construction … The growth of photoelastic stress analysis after 1930 … Technical developments in photoelastic stress analysis … Three-dimensional model analysis - stress freezing … Three-dimensional model analysis - scattered light method … The photoelastic interferometer … Photoelastic analysis using birefringent coatings … Some case studies … Studies ofthe Vierendeel girder (1936) … Oleftal Dam (1956-1959) … 3D photoelastic study for a strong road base, using stress-freezing (1960s) … Conclusion … Acknowledgements … References … Photoelastic stress analysis Contents Section C Physical models used in structural design, 1940s to 1980s … Structural modelling technique … Bernard Espion and Bill Addis … Introduction … Dimensionless numbers and similitude … The beginning - fluid dynamics in the nineteenth century … Dimensionless numbers for structural model testing … Experimentalstress analysis using measurement models … Manuals on experimental stress analysis using measurement models … Structural model-testing procedure … The measurement of strain … Extensometry … Mechanical strain measurement … Acoustic strain gauges … Electrical-resistance strain gauges … Tue bonded electrical-resistance strain gauge … Some miscellaneous measuring techniques … The Beggs Deformeter … Concluding remarks … References … Physical modelling at the University of Stuttgart … Christiane Weber … The Materials Testing Institute at the Technical University of Stuttgart … Model-testing ofbridges for the Reichsautobahn … Model tests for a dome proposed for the new main station in Munich … Model testing after the Second World War … The Institut für Spannungsoptik und Modellmessungen (Institute for Photoelasticity and Model Measurement) at the Faculty of Construction … Model tests for the roof of the Alster swimming baths, Hamburg … The Institut für Leichte Flächentragwerke, University of Stuttgart … Form-finding models with soap films and soap bubbles … The IL Pavilion, University of Stuttgart … The German pavilion at Montreal … The cablenet roofs for the Munich Olympic Games 431Hanging models … The sports hall in Jeddah … Tue decline of physical model testing in Stuttgart … References … I xix xx I Contents 1S Model testing of structures in post-war ltaly. The activity of ISMES, 1951-1974 … Mario Alberto Chiorino and Gabriele Neri … Jstituto Sperimentale Modelli e Strutture (ISMES) … Tue founding of ISMES … Tue facilities and fields of research at ISMES … ISMES' activity 1951-1961 … Large dams … High-rise buildings … I modelli nella tecnica (1955): an important conference for structural modelling in ltaly … 1964-1974. Changes for ISMES: new guidance, new horizons … Nervi's projects at ISMES … Other structures tested at ISMES … From physical to virtual models … Concluding remarks … Further reading … References … Eduardo Torroja and his use of models from 1939 … Joaqufn Atuna … Introduction … Tue Central Laboratory for Testing Construction Materials (LCEMC) … Tue new organization and staff … Tue objectives ofthe new laboratory … Types of tests performed … Works carried out … Photoelastic stress analysis … Three-dimensional problems: grillages … Three-dimensional problems: stresses in solid materials … Tests on reduced-scale physical models … Initial investigations … Innovation in shell structures … Tue roof of the church of Saints Felix and Regula, Zurich … An experimental shell roof … Model studies for concrete dams … Reduced-scale roof models. … Tue Haas shell roof for a factory in Nadam Havenwerke, Delft … Tue Labour University of Tarragona … Club Tachira, Caracas, Venezuela … Tue roof of Bacardi's offices in Havana … Tue Church of La Paz, Barcelona … Tue grandstand canopy for the Madrid Can6dromo (dog track) … Reflections on model testing by Carlos Benito … Final remarks … Contents Further reading … References … Scale models for structural testing at the Cement and Concrete Association, UK: 1951-1973 … Edwin Trout Introduction … The Morice years (1951-1957): establishing a reputation for expertise … Shell roofs {1951-1953) … Prestressed road bridges (1953-1956) … Clifton Bridge, Nottingham {1954-1955) … 1957 … The Rowe years I {1958-1966): model testing on a cost repayment basis … Shell roofs {1958-1961) … Symposium on Models for Structural Design (1959) … Bridges and multi-span structures {1959-1962) … Commonwealth projects overseas (1961-1962) … Metropolitan Cathedral at Liverpool (1961-1964) … Cumberland Basin scheme, Bristol (1962) … The Manchester Skyway Bridge/ Mancunian Way (1963-1964) … Meeting on Model Testing, 1964 … Elevated roads (1964-1966) … CEGB cooling tower … 5) … The Rowe Years II {1966-1973): applying and reporting research … Viaducts (1967-1970) … Three-year research programme supported by CIRIA (1967-1970) … Modeltechniques(1969-1973) … Final remarks … Appendix … References … Heinz Hossdorf: his contribution to the development of physical model testing … Pepa Cassinello … Introduction … Tests using physical scale models … The construction of scale models … Models made with wood … Models made with micro-concrete … Models made with acrylic or epo~ resin … Models made with aluminium … A model made with steel and a polyester membrane Evolution ofhis experimental laboratory … I xxi xxii … Contents … New equipment … Computers and the Hybrid Test … Hybrid tests with acrylic models … Final remarks … Acknowledgements … References … Soap-film and soap-bubble models … Berthold Burkhardt … Some historical notes … Manufacture of soap films and bubbles … Creating soap film surfaces … The soap film as a minimal surface area … Support of surfaces … Other forms of film and bubble … Minimal net surfaces … Air-inflated structures - the pneus … Bubbles with free edges … Soap bubbles with nets … Using soap films in the design of structures … Concluding remarks … References … The model as a concept: the origins of the design methods of Sergio Musmeci … Lukas lngold … The interdependence of form and method … The quest for the form … Scarcity as potential … Continuity of force and form … Between economic construction and material efficiency … The physical model as instrument … Visualizing mathematics: the soap-film model … Measuring the geometry: the rubber-membrane model … Gauging stresses and strains: the methacrylate model … Analysing the material behaviour: the reinforced micro-concrete model … The development of the method … Genealogy of conceptions … Emergence of a motif … The origin of the method … Form-finding in a history of ideas … Between theory and empiricism … The scientification of the design … Acknowledgements … References … Contents … Heinz lsler and his use of physical models John Chi/ton … Introduction … Modelling techniques … Tue freely-shaped hill … Membrane under pressure … Hanging cloth reversed … Expansion forms … Modelling rules and need for precision … Tue application ofphysical models in Isler's design process … Exploratory models … Form-finding models … Structural verification/validation models … Is enlargement of models allowed? … Isler's use of models in teaching student engineers and architects … Dissemination of Isler's modelling techniques to engineers and architects … Isler's contribution to the use of models in structural design … References … Models for the design development, engineering and construction of the Multihalle for the 1975 Bundesgartenschau in Mannheim … /an Lidde/ … Introduction … Early gridshells … Initial design for the Mannheim shells … Tue hanging-chain model … Initial engineering work … Wind loads … Wind pressure and scale modelling … Wind-tunnel tests … Determination of pressures. … Structural model testing: the Essen model … Predicting failure loads from model tests … Scale factors … Prediction of collapse loads … Structural model testing: the Multihalle model … Tue Perspex model … Testing of the timber joint details … Comparison with computer results … Modelling the installation on site … Concluding remarks … References … I xxiii xxiv j Contents Section D Physical models used in non-structural engineering disciplines … The historical use of physical model testing in free-surface hydraulic engineering … Bill Addis lntroduction … Tue nineteenth-century pioneers … Louis J. Fargue … Osborne Reynolds … Vernon Harcourt … The first hydraulics laboratories 1900-1930 … Hubert Engels … Theodore Rehbock … Model testing in the 1920s … Hydraulics Research Laboratory, Poona, lndia, 1916 … Hydraulic modelling in the USA in the 1930s … Iowa Institute of Hydraulic Research, 1920- … The U.S. Army Waterways Experiment Station, 1929-1998 … The Beach Erosion Board, U.S. Army Corps of Engineers, 1930-1963 … Current Hydraulic Laboratory Research Reports, 1933-1942 … Hydraulic modelling in other countries in the 1930s … The Severn Estuary barrage … An underwater breakwater for the port of Leixöes, Portugal … Some post-war developments in free-surface water modelling … The BEB and WES post-war … Some developments in Europe … The starry sky … Conclusion … Acknowledgements … References … The historical use of physical model testing in wind · engineering … Bilf Addis … Tue scientific study of wind … The force of the wind … Early wind tunnels … The first measurement of wind-pressure loads on model buildings … William Charles Kernot, 1893 … Johann Irminger, 1894 … National Physical Laboratory, Teddington, UK, 1903- … Making visible the dynamic behaviour of fluids … Schlieren photography … Contents … Visualisation of flow lines … Wind-tunnel model studies in the 1920s and 1930s 72S Model studies in Germany … Model studies in Denmark … Model studies in the USA … Tue Tacoma Narrows Bridge collapse, November 1940 … Tue static model used for the design of the bridge … Dynamic model studies undertaken before the collapse … Model studies begun immediately after the collapse … Studies using the full aerodynamic model of the original bridge, at … scale … Studies using a … scale model for the design of the new Tacoma Narrows Bridge … Tue legacy of the Tacoma Narrows bridge collapse … Tue boundary-layer wind tunnel … Martin Jensen … Alan Davenport … Final remarks … References … The historical use of physical model testing in earthquake engineering 7S3 Bil/Addis … Early shaking tables 7S3 Seismology and seismographs in the nineteenth century Tue Milne-Omori shaking table c.1890 7S4 F.J. Rogers at Stanford University, 1908 75S Shaking tables in the 1930s 7S6 Lydik Jacobsen at Stanford University 7S6 Nahago Mononobe in Tokyo 7S9 Arthur Ruge at MIT … Post-war developments in shaking tables … More, bigger, better … Shaking tables with six degrees of freedom … Final remarks … References … The historical use of models in the acoustic design of buildings … RafOr/owski … Early twentieth century … Model studies using the sound-pulse method … Model studies using the ripple-tank method … Three-dimensional model studies using light rays … Three-dimensional model studies using sound … Model testing in the 1960s and 1970s … 7S3 I xxv xxvi … Contents … Developing new modelling techniques … Sydney Opera House … Model studies at one-eighth scale in the late-twentieth century Music studios and auditoria … The Olivier Auditorium, National Theatre, London … The Barbican Concert Hall, London … Assessment of model studies at one-eighth scale … Model studies at one-fiftieth scale … Glyndebourne Opera House and some concert halls … Factory buildings … Underground railway stations … Corporate and Government Buildings … Physical modelling of acoustics - the first hundred years … References … Geotechnical centrifuge models - a history of their role in pre-construction design … Introduction … Historical review … The beginnings of centrifuge testing of physical models … Early use of physical modelling in geology … The growth of centrifuge modelling in geotechnical engineering Physical model testing for site-specific prototypes … Excavations … Dams and embankments … Offshore and marine structures … Transmission line pylon foundation … Netherlands national security - coastal defence … Centrifuge model testing for more-general geotechnical problems … Pipeline interactions … Simulating construction processes … Control and testing modes … Visual observations … Concluding remarks … References … William H. Craig … Section E Physical modelling in the twenty-first century … Physical models as powerful weapons in structural design … Mamoru Kawaguchi … Introduction … Aesthetic models … Contents … Mechanism models … 'Touch and feel' models … Structural behaviour models … Full-size structural models … Reduced-scale structural models … Concluding remarks … References … Physical modelling of structures for contemporary building design … Bruce Martin … lntroduction … Tue canopy - tensegrity then ferrocement … Column heads with bearings, springs and dampers … Seismic base isolation … Tue wind-tunnel model … Tue flexible mast … Tue future use of physical models in structural design … Acknowledgements … References … Models in the design of complex masonry structures David Wendland … Introduction … Modelling traditional Iranian vaults … Experimental construction of a free-form shell structure in masonry … Reconstruction of the vault in the Chapel of Dresden Castle: a masonry structure with complex geometry … Conclusion … Acknowledgements … References … Physical modelling of free surface water - current practice … James Sutherland … Introduction … Physical model testing … Wave overtopping of structures … Breakwater stability … Loads on structures … Motion of ships and other floating structures … Scour around structures … Other model types … Combined use of physical and digital models … Model nesting … I xxvii xxviii I Contents … Use of a numerical model to design a physical model Physical model of one component of a system … Model training and calibration … Conclusion … Acknowledgements … References … Boundary layer wind tunnel model testing - current practice … Francesco Dorigatti … lntroduction … Recent developments in test facilities … Principles of boundary layer wind tunnel modelling … Modem boundary layer wind tunnels … Novel test facilities … Recent developments in measuring techniques … Velocity measurements … Hot-wire and hot-film anemometers (HWA, HFA) … Multi-hole pressure probes … lrwin probes and surface pressure sensors … Non-intrusive measurements … Pressure measurements … Measurements of overall forces and moments … Measurements of gas dispersion … Wind-tunnel tests on buildings and urban environments … Wind-induced pressures on building envelopes … Overall wind-induced responses of buildings … Structural wind loading and wind-induced motion … Rigid-model tests … Aeroelastic model tests … A case study: … Park Avenue, New York … Pedestrian level winds in urban environments … Urban wind flows in proximity to the ground … Lawson criteria for pedestrian safety and comfort … Mitigation measurements … Pedestrian-level wind tests … Wind-tunnel tests on bridges … Principles ofbridge aerodynamics … Full-aeroelastic bridge model tests … Sectional bridge model tests … Other wind-tunnel tests on bridges … Wind-tunnel tests on other structures … Long-span roofs … Building appendages and superstructures … Plumes and pollutant dispersion in urban environments … Tue future ofthe BLWT … References … Contents … Model testing using shake tables - current practice Amarnath Kasalanati Introduction … Tue need for physical testing … Key components of a shake table … Mechanical aspects of the shake table … Hydraulic system … Control systems of a shake table … Shake table performance limitations … Notable modern shake tables in the USA … Tue University of California Berkeley shake table … Tue NEES shake tables in the USA … Shake tables in Japan … E-Defense shake table … Shake tables in Europe and Asia … LNEC 3D Earthquake Simulator, Lisbon … Dynamic Testing Laboratory at IZIIS, Skopje … EQUALS Laboratory, University of Bristol … Multi-Function Shake Table (MFST) Array, Tongji University, Shanghai … Some notable projects tested with shake tables … Testing of concrete-dam models at UC Berkeley … Testing of models of historic buildings, at IZIIS, Macedonia … Testing of a curved bridge at University of Nevada, Reno … Testing of a wind turbine at UC San Diego … Testing of an isolated five-storey building at E-Defense … Concluding remarks … Acknowledgements … References … Geotechnical centrifuge modelling - current practice DavidWhite … Tue role of the geotechnical centrifuge … State-of-the-art geotechnical centrifuge facilities … Centrifuge machines … Modelling technologies … Complex ground improvement - the Rion-Antirion Bridge … Offshore oil and gas platforms - the Yolla and Maari projects … Sub-sea pipelines - modelling of 'whole life' system behaviour … Concluding remarks - Why use geotechnical centrifuge modelling? … References … The use of physical models in acoustic design - current practice … Raf Orlowski … Introduction … I xxix xxx I Contents … Elisabeth Murdoch Hall, Melbourne … Concert hall, Krakow Congress Centre … An acoustic scale model on wheels … Tue ongoing popularity of acoustic models at scale factors of … or similar … Final remarks … References … Water-bath modelling - small-scale simulation of natural ventilation flows … Owen Connick … Introduction … Historical perspective … Fundamentals and theory - developing the technique … Water-bath modelling … Point sources ofbuoyancy … Distributed heat loads … Wind and buoyancy … Current and future work … Same applications of water-bath modelling in design … Breathing Space, Rotherham … Aldwyck Housing Group HQ, Houghton Regis, UK … Bloomberg European HQ, London … Experimental techniques and flow visualisation 1002 Dye attenuation J … Schlieren imaging 1002 PIV, PTV and LIF 1002 Concluding remarks 1002 References 1003 … The use of biological models for building engineering design 1005 Jan Knippers … Historical background 1005 A new way of thinking in the twenty-first century 1008 Tue Elytra Filament Pavilion 1009 Plant movements as concept generators for adaptive building systems 1011 Concluding remarks 1014 References 1015 Flying a … -metre long Jumbo Koinobori 1017 Mamoru Kawaguchi … Introduction 1017 Model theory and dimensional analysis 1019 Contents … Other technical issues 1020 Launching the Jumbo Koinobori Concluding remarks 1024 References 1024 … Epilogue: A future for models from the past Dirk Bühler and Christiane Weber … Introduction 1025 Historical study of engineering models 1026 Museum collections 1026 Exhibitions 1031 Conferences 1032 Some surviving models from the twentieth century 1032 Models for designing concrete shells 1033 Frei Otto models 1035 Miscellaneous structural models 1036 Replica structural models 1038 Models from non-structural engineering disciplines 1039 A plan for the future 1041 Acknowledgements 1042 References 1042 Appendices 1022 1025 1047 Appendix A. … Extract from Vitruvius (c. … BC) Appendix A. … Extract from Galileo (1638) Appendix A. … Leonhard Euler (1766) A simple rule to determine the strength of a bridge or similar structure, on the basis of the known strength of amodel 1053 Appendix A. … Extract from report: Telford's design for new London Bridge (1801) 1061 Appendix A. … Experimental Models, The Builder (1846) Appendix A. … On model experiments, The Civil Engineer and Architects Journal (1847) 1075 Appendix A. … Osborne Reynolds (1888) Extract from paper: On certain laws relating to the regime of rivers and estuaries 1081 1049 1051 1071 I xxxi xxxii I Contents Author biographies 1085 About the series editors About this series Index 1097 1095 1093 |
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