Failed bridges: case studies, causes and consequences
When bridges fail, often with loss of human life, those involved may be unwilling to speak openly about the cause. Yet it is possible to learn from mistakes. The lessons gained lead to greater safety and are a source of innovation. This book contains a systematic, unprecedented overview of more than...
Gespeichert in:
| 1. Verfasser: | |
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| Format: | Elektronisch E-Book |
| Sprache: | English |
| Veröffentlicht: |
Berlin, Germany
Ernst & Sohn, a Wiley brand
[2010]
|
| Schlagworte: | |
| Online-Zugang: | UBY01 Volltext |
| Zusammenfassung: | When bridges fail, often with loss of human life, those involved may be unwilling to speak openly about the cause. Yet it is possible to learn from mistakes. The lessons gained lead to greater safety and are a source of innovation. This book contains a systematic, unprecedented overview of more than 500 bridge failures assigned to the time of their occurrence in the bridges' life cycle and to the releasing events. Primary causes are identified. Many of the cases investigated are published here fpr the first time and previous interpretations are shown to be incomplete or incorrect. A catalogue |
| Beschreibung: | Includes bibliographical references and index |
| Beschreibung: | Online-Ressource (xiv, 307 Seiten) Illustrationen, Diagramme |
| ISBN: | 9783433600634 |
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| 240 | 1 | 0 | |a Versagen von Bauwerken. Band 1: Brücken |
| 245 | 1 | 0 | |a Failed bridges |b case studies, causes and consequences |c Joachim Scheer ; translated by Linda Wilharm, Hannover, Germany |
| 264 | 1 | |a Berlin, Germany |b Ernst & Sohn, a Wiley brand |c [2010] | |
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| 338 | |b cr |2 rdacarrier | ||
| 500 | |a Includes bibliographical references and index | ||
| 505 | 8 | |a 1: Introduction; 1.1 Retrospect; 1.2 Aim; 1.3 Structure; 1.4 Earlier publications on the failure of load-bearing structures; 1.5 Estimated numbers of bridges in Germany and USA; 2: Failure of bridges, general information; 3: Failure during construction; 3.1 General observations; 3.2 Buckling of compression members in truss bridges; 3.3 Deflection of steel compression struts or chords out of the plane of a truss or beam - a trough bridge problem; 3.4 Failure of steel bridges with box girders; 3.5 Failure of cantilever prestressed concrete bridge beams; 3.6 Failure of bridges constructed by incremental launching; 3.7 Collapse of the Frankenthal Rhine bridge; 3.8 Damage during construction of the Heidingsfeld motorway bridge; 3.9 Failure during demolition or reconstruction; 3.10 Remarks on cantilever erection; 3.11 Remarks on the collapse of a steel truss bridge over the Mississippi; | |
| 505 | 8 | |a 4: Failure in service without external action; 4.1 General observations; 4.2 Remarks on the Nienburg "cable"-stayed bridge over the River Saale; 4.3 Failure of suspension bridges; 4.4 Collapse of the Dee Bridge; 4.5 Collapse due to wind action, excluding suspension bridges; 4.6 Collapse through overload, excluding suspension bridges; 4.7 Collapse of the Mönchenstein Bridge; 4.8 Collapse or damage due to material defects: brittle fracture; 4.9 Damage resulting from fatigue or bad maintenance; 4.10 Collapse of the Elbow Grade Bridge; 4.11 Collapse of the Connecticut Turnpike Bridge over the Mianus River and the Sungsu truss bridge over the Han River in Seoul | |
| 505 | 8 | |a 5: Failure due to impact of ship collision; 5.1 General observations; 5.2 Conclusions from Table 5; 6: Failure due to impact from traffic under the bridge; 6.1 General observations; 6.2 Impact due to failure to observe the loading height; 6.3 Collision with bridge supports by derailed trains or vehicles leaving the road; 7: Failure due to impact from traffic on the bridge; 8: Failure due to flooding, ice floes, floating timber and hurricane | |
| 505 | 8 | |a 9: Failure due to fire or explosion; 10: Failure due to seismic activity; 11: Failure of falsework; 11.1 General observations; 11.2 Failure due to inadequate lateral stiffness; 11.3 Failure due to poor foundations; 11.4 Failure due to inadequate coordination between design and construction; 11.5 Failure due to errors in design, construction and operation; 11.6 Three particular cases; 12: Lessons for the practice; 12.1 General observations; 12.2 Design; 12.3 Structural safety calculations and design detailing; 12.4 Construction management; 12.5 Inspection and maintenance of structures; 12.6 Rules and formulations in engineering literature | |
| 520 | 3 | |a When bridges fail, often with loss of human life, those involved may be unwilling to speak openly about the cause. Yet it is possible to learn from mistakes. The lessons gained lead to greater safety and are a source of innovation. This book contains a systematic, unprecedented overview of more than 500 bridge failures assigned to the time of their occurrence in the bridges' life cycle and to the releasing events. Primary causes are identified. Many of the cases investigated are published here fpr the first time and previous interpretations are shown to be incomplete or incorrect. A catalogue | |
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Datensatz im Suchindex
| _version_ | 1804180954706608128 |
|---|---|
| any_adam_object | |
| author | Scheer, Joachim 1927-2020 |
| author_GND | (DE-588)1119184169 |
| author_facet | Scheer, Joachim 1927-2020 |
| author_role | aut |
| author_sort | Scheer, Joachim 1927-2020 |
| author_variant | j s js |
| building | Verbundindex |
| bvnumber | BV046413946 |
| callnumber-first | T - Technology |
| callnumber-label | TG470 |
| callnumber-raw | TG470 |
| callnumber-search | TG470 |
| callnumber-sort | TG 3470 |
| callnumber-subject | TG - Bridge Engineering |
| classification_rvk | ZI 3970 ZI 4930 ZI 6650 |
| classification_tum | BAU 306f |
| collection | ZDB-35-WIC |
| contents | 1: Introduction; 1.1 Retrospect; 1.2 Aim; 1.3 Structure; 1.4 Earlier publications on the failure of load-bearing structures; 1.5 Estimated numbers of bridges in Germany and USA; 2: Failure of bridges, general information; 3: Failure during construction; 3.1 General observations; 3.2 Buckling of compression members in truss bridges; 3.3 Deflection of steel compression struts or chords out of the plane of a truss or beam - a trough bridge problem; 3.4 Failure of steel bridges with box girders; 3.5 Failure of cantilever prestressed concrete bridge beams; 3.6 Failure of bridges constructed by incremental launching; 3.7 Collapse of the Frankenthal Rhine bridge; 3.8 Damage during construction of the Heidingsfeld motorway bridge; 3.9 Failure during demolition or reconstruction; 3.10 Remarks on cantilever erection; 3.11 Remarks on the collapse of a steel truss bridge over the Mississippi; 4: Failure in service without external action; 4.1 General observations; 4.2 Remarks on the Nienburg "cable"-stayed bridge over the River Saale; 4.3 Failure of suspension bridges; 4.4 Collapse of the Dee Bridge; 4.5 Collapse due to wind action, excluding suspension bridges; 4.6 Collapse through overload, excluding suspension bridges; 4.7 Collapse of the Mönchenstein Bridge; 4.8 Collapse or damage due to material defects: brittle fracture; 4.9 Damage resulting from fatigue or bad maintenance; 4.10 Collapse of the Elbow Grade Bridge; 4.11 Collapse of the Connecticut Turnpike Bridge over the Mianus River and the Sungsu truss bridge over the Han River in Seoul 5: Failure due to impact of ship collision; 5.1 General observations; 5.2 Conclusions from Table 5; 6: Failure due to impact from traffic under the bridge; 6.1 General observations; 6.2 Impact due to failure to observe the loading height; 6.3 Collision with bridge supports by derailed trains or vehicles leaving the road; 7: Failure due to impact from traffic on the bridge; 8: Failure due to flooding, ice floes, floating timber and hurricane 9: Failure due to fire or explosion; 10: Failure due to seismic activity; 11: Failure of falsework; 11.1 General observations; 11.2 Failure due to inadequate lateral stiffness; 11.3 Failure due to poor foundations; 11.4 Failure due to inadequate coordination between design and construction; 11.5 Failure due to errors in design, construction and operation; 11.6 Three particular cases; 12: Lessons for the practice; 12.1 General observations; 12.2 Design; 12.3 Structural safety calculations and design detailing; 12.4 Construction management; 12.5 Inspection and maintenance of structures; 12.6 Rules and formulations in engineering literature |
| ctrlnum | (OCoLC)1140115634 (DE-599)GBV721104983 |
| dewey-full | 624.2 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624.2 |
| dewey-search | 624.2 |
| dewey-sort | 3624.2 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen |
| era | Geschichte gnd |
| era_facet | Geschichte |
| format | Electronic eBook |
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| id | DE-604.BV046413946 |
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| indexdate | 2024-07-10T08:43:58Z |
| institution | BVB |
| isbn | 9783433600634 |
| language | English |
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| publisher | Ernst & Sohn, a Wiley brand |
| record_format | marc |
| spelling | Scheer, Joachim 1927-2020 Verfasser (DE-588)1119184169 aut Versagen von Bauwerken. Band 1: Brücken Failed bridges case studies, causes and consequences Joachim Scheer ; translated by Linda Wilharm, Hannover, Germany Berlin, Germany Ernst & Sohn, a Wiley brand [2010] © 2010 Online-Ressource (xiv, 307 Seiten) Illustrationen, Diagramme txt rdacontent c rdamedia cr rdacarrier Includes bibliographical references and index 1: Introduction; 1.1 Retrospect; 1.2 Aim; 1.3 Structure; 1.4 Earlier publications on the failure of load-bearing structures; 1.5 Estimated numbers of bridges in Germany and USA; 2: Failure of bridges, general information; 3: Failure during construction; 3.1 General observations; 3.2 Buckling of compression members in truss bridges; 3.3 Deflection of steel compression struts or chords out of the plane of a truss or beam - a trough bridge problem; 3.4 Failure of steel bridges with box girders; 3.5 Failure of cantilever prestressed concrete bridge beams; 3.6 Failure of bridges constructed by incremental launching; 3.7 Collapse of the Frankenthal Rhine bridge; 3.8 Damage during construction of the Heidingsfeld motorway bridge; 3.9 Failure during demolition or reconstruction; 3.10 Remarks on cantilever erection; 3.11 Remarks on the collapse of a steel truss bridge over the Mississippi; 4: Failure in service without external action; 4.1 General observations; 4.2 Remarks on the Nienburg "cable"-stayed bridge over the River Saale; 4.3 Failure of suspension bridges; 4.4 Collapse of the Dee Bridge; 4.5 Collapse due to wind action, excluding suspension bridges; 4.6 Collapse through overload, excluding suspension bridges; 4.7 Collapse of the Mönchenstein Bridge; 4.8 Collapse or damage due to material defects: brittle fracture; 4.9 Damage resulting from fatigue or bad maintenance; 4.10 Collapse of the Elbow Grade Bridge; 4.11 Collapse of the Connecticut Turnpike Bridge over the Mianus River and the Sungsu truss bridge over the Han River in Seoul 5: Failure due to impact of ship collision; 5.1 General observations; 5.2 Conclusions from Table 5; 6: Failure due to impact from traffic under the bridge; 6.1 General observations; 6.2 Impact due to failure to observe the loading height; 6.3 Collision with bridge supports by derailed trains or vehicles leaving the road; 7: Failure due to impact from traffic on the bridge; 8: Failure due to flooding, ice floes, floating timber and hurricane 9: Failure due to fire or explosion; 10: Failure due to seismic activity; 11: Failure of falsework; 11.1 General observations; 11.2 Failure due to inadequate lateral stiffness; 11.3 Failure due to poor foundations; 11.4 Failure due to inadequate coordination between design and construction; 11.5 Failure due to errors in design, construction and operation; 11.6 Three particular cases; 12: Lessons for the practice; 12.1 General observations; 12.2 Design; 12.3 Structural safety calculations and design detailing; 12.4 Construction management; 12.5 Inspection and maintenance of structures; 12.6 Rules and formulations in engineering literature When bridges fail, often with loss of human life, those involved may be unwilling to speak openly about the cause. Yet it is possible to learn from mistakes. The lessons gained lead to greater safety and are a source of innovation. This book contains a systematic, unprecedented overview of more than 500 bridge failures assigned to the time of their occurrence in the bridges' life cycle and to the releasing events. Primary causes are identified. Many of the cases investigated are published here fpr the first time and previous interpretations are shown to be incomplete or incorrect. A catalogue Geschichte gnd rswk-swf Bauschaden (DE-588)4004927-9 gnd rswk-swf Mechanisches Versagen (DE-588)4343948-2 gnd rswk-swf Brücke (DE-588)4008408-5 gnd rswk-swf Bauwerk (DE-588)4112681-6 gnd rswk-swf Bridge failures / Case studies Bridge failures 1\p (DE-588)4522595-3 Fallstudiensammlung gnd-content 2\p (DE-588)4144384-6 Beispielsammlung gnd-content Bauwerk (DE-588)4112681-6 s Bauschaden (DE-588)4004927-9 s DE-604 Brücke (DE-588)4008408-5 s Mechanisches Versagen (DE-588)4343948-2 s Geschichte z 3\p DE-604 Erscheint auch als Druck-Ausgabe 978-3-433-02951-0 http://onlinelibrary.wiley.com/book/10.1002/9783433600634 Verlag URL des Erstveröffentlichers Volltext 1\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk 2\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk 3\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk |
| spellingShingle | Scheer, Joachim 1927-2020 Failed bridges case studies, causes and consequences 1: Introduction; 1.1 Retrospect; 1.2 Aim; 1.3 Structure; 1.4 Earlier publications on the failure of load-bearing structures; 1.5 Estimated numbers of bridges in Germany and USA; 2: Failure of bridges, general information; 3: Failure during construction; 3.1 General observations; 3.2 Buckling of compression members in truss bridges; 3.3 Deflection of steel compression struts or chords out of the plane of a truss or beam - a trough bridge problem; 3.4 Failure of steel bridges with box girders; 3.5 Failure of cantilever prestressed concrete bridge beams; 3.6 Failure of bridges constructed by incremental launching; 3.7 Collapse of the Frankenthal Rhine bridge; 3.8 Damage during construction of the Heidingsfeld motorway bridge; 3.9 Failure during demolition or reconstruction; 3.10 Remarks on cantilever erection; 3.11 Remarks on the collapse of a steel truss bridge over the Mississippi; 4: Failure in service without external action; 4.1 General observations; 4.2 Remarks on the Nienburg "cable"-stayed bridge over the River Saale; 4.3 Failure of suspension bridges; 4.4 Collapse of the Dee Bridge; 4.5 Collapse due to wind action, excluding suspension bridges; 4.6 Collapse through overload, excluding suspension bridges; 4.7 Collapse of the Mönchenstein Bridge; 4.8 Collapse or damage due to material defects: brittle fracture; 4.9 Damage resulting from fatigue or bad maintenance; 4.10 Collapse of the Elbow Grade Bridge; 4.11 Collapse of the Connecticut Turnpike Bridge over the Mianus River and the Sungsu truss bridge over the Han River in Seoul 5: Failure due to impact of ship collision; 5.1 General observations; 5.2 Conclusions from Table 5; 6: Failure due to impact from traffic under the bridge; 6.1 General observations; 6.2 Impact due to failure to observe the loading height; 6.3 Collision with bridge supports by derailed trains or vehicles leaving the road; 7: Failure due to impact from traffic on the bridge; 8: Failure due to flooding, ice floes, floating timber and hurricane 9: Failure due to fire or explosion; 10: Failure due to seismic activity; 11: Failure of falsework; 11.1 General observations; 11.2 Failure due to inadequate lateral stiffness; 11.3 Failure due to poor foundations; 11.4 Failure due to inadequate coordination between design and construction; 11.5 Failure due to errors in design, construction and operation; 11.6 Three particular cases; 12: Lessons for the practice; 12.1 General observations; 12.2 Design; 12.3 Structural safety calculations and design detailing; 12.4 Construction management; 12.5 Inspection and maintenance of structures; 12.6 Rules and formulations in engineering literature Bauschaden (DE-588)4004927-9 gnd Mechanisches Versagen (DE-588)4343948-2 gnd Brücke (DE-588)4008408-5 gnd Bauwerk (DE-588)4112681-6 gnd |
| subject_GND | (DE-588)4004927-9 (DE-588)4343948-2 (DE-588)4008408-5 (DE-588)4112681-6 (DE-588)4522595-3 (DE-588)4144384-6 |
| title | Failed bridges case studies, causes and consequences |
| title_alt | Versagen von Bauwerken. Band 1: Brücken |
| title_auth | Failed bridges case studies, causes and consequences |
| title_exact_search | Failed bridges case studies, causes and consequences |
| title_full | Failed bridges case studies, causes and consequences Joachim Scheer ; translated by Linda Wilharm, Hannover, Germany |
| title_fullStr | Failed bridges case studies, causes and consequences Joachim Scheer ; translated by Linda Wilharm, Hannover, Germany |
| title_full_unstemmed | Failed bridges case studies, causes and consequences Joachim Scheer ; translated by Linda Wilharm, Hannover, Germany |
| title_short | Failed bridges |
| title_sort | failed bridges case studies causes and consequences |
| title_sub | case studies, causes and consequences |
| topic | Bauschaden (DE-588)4004927-9 gnd Mechanisches Versagen (DE-588)4343948-2 gnd Brücke (DE-588)4008408-5 gnd Bauwerk (DE-588)4112681-6 gnd |
| topic_facet | Bauschaden Mechanisches Versagen Brücke Bauwerk Fallstudiensammlung Beispielsammlung |
| url | http://onlinelibrary.wiley.com/book/10.1002/9783433600634 |
| work_keys_str_mv | AT scheerjoachim versagenvonbauwerkenband1brucken AT scheerjoachim failedbridgescasestudiescausesandconsequences |