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Engineering for structural stability in bridge construction : reference manual
| Engineering for structural stability in bridge construction : reference manual |
| Autore | Garlich Michael J. |
| Pubbl/distr/stampa | [Washington, D.C.] : , : U.S. Department of Transportation, Federal Highway Administration, National Highway Institute, , 2015 |
| Descrizione fisica | 1 online resource (approximately 670 pages) : color illustrations |
| Collana | NHI course |
| Soggetto topico |
Bridges - United States - Design and construction
Box girder bridges - United States - Design and construction Girders - Testing Bridge failures - United States - Case studies Box girder bridges - Design and construction Bridge failures Bridges - Design and construction |
| Soggetto genere / forma |
Case studies.
Handbooks and manuals. |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Altri titoli varianti | Engineering for structural stability in bridge construction |
| Record Nr. | UNINA-9910716856803321 |
Garlich Michael J.
|
||
| [Washington, D.C.] : , : U.S. Department of Transportation, Federal Highway Administration, National Highway Institute, , 2015 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Failed bridges : case studies, causes and consequences / / Joachim Scheer
| Failed bridges : case studies, causes and consequences / / Joachim Scheer |
| Autore | Scheer Joachim |
| Pubbl/distr/stampa | Berlin, Germany : , : Ernst & Sohn, , 2010 |
| Descrizione fisica | 1 online resource (324 p.) |
| Disciplina | 624.2 |
| Soggetto topico | Bridge failures |
| Soggetto genere / forma | Electronic books. |
| ISBN |
3-433-60097-X
1-283-37032-8 9786613370327 3-433-60064-3 3-433-60063-5 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Failed Bridges Case Studies, Causes and Consequences; Foreword; Contents; Preface to the English edition 2010; Preface to the German edition 2000; 1 Introduction; 1.1 Retrospect; 1.2 Aim; 1.3 Structure; 1.3.1 General information about the tables; 1.3.2 Structures included; 1.3.3 Causes considered; 1.3.4 Sections of the book; 1.3.5 Sources used; 1.3.6 Abbreviations; 1.3.7 Overview of failure cases; 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 observations3.2 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 [54]; 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 (Case 3.103)4 Failure in service without external action; 4.1 General observations; 4.2 Remarks on the Nienburg "cable"-stayed bridge over the River Saale, Case 4.87; 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 (Case 4.28); 4.8 Collapse or damage due to material defects: brittle fracture 4.9 Damage resulting from fatigue or bad maintenance4.10 Collapse of the Elbow Grade Bridge (Case 4.48); 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 bridge8 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; 11.2.1 Inadequate ensuring of the assumed effective length of supports; 11.2.2 Inadequate lateral bracing of compressed upper flanges of temporary beams; 11.2.3 Inadequate bracing in the area of screw jack spindles; 11.2.4 A special case; 11.3 Failure due to poor foundations 11.4 Failure due to inadequate coordination between design and construction |
| Record Nr. | UNINA-9910139429003321 |
|
Scheer Joachim
|
||
| Berlin, Germany : , : Ernst & Sohn, , 2010 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Failed bridges : case studies, causes and consequences / / Joachim Scheer
| Failed bridges : case studies, causes and consequences / / Joachim Scheer |
| Autore | Scheer Joachim |
| Pubbl/distr/stampa | Berlin, Germany : , : Ernst & Sohn, , 2010 |
| Descrizione fisica | 1 online resource (324 p.) |
| Disciplina | 624.2 |
| Soggetto topico | Bridge failures |
| ISBN |
3-433-60097-X
1-283-37032-8 9786613370327 3-433-60064-3 3-433-60063-5 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Failed Bridges Case Studies, Causes and Consequences; Foreword; Contents; Preface to the English edition 2010; Preface to the German edition 2000; 1 Introduction; 1.1 Retrospect; 1.2 Aim; 1.3 Structure; 1.3.1 General information about the tables; 1.3.2 Structures included; 1.3.3 Causes considered; 1.3.4 Sections of the book; 1.3.5 Sources used; 1.3.6 Abbreviations; 1.3.7 Overview of failure cases; 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 observations3.2 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 [54]; 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 (Case 3.103)4 Failure in service without external action; 4.1 General observations; 4.2 Remarks on the Nienburg "cable"-stayed bridge over the River Saale, Case 4.87; 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 (Case 4.28); 4.8 Collapse or damage due to material defects: brittle fracture 4.9 Damage resulting from fatigue or bad maintenance4.10 Collapse of the Elbow Grade Bridge (Case 4.48); 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 bridge8 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; 11.2.1 Inadequate ensuring of the assumed effective length of supports; 11.2.2 Inadequate lateral bracing of compressed upper flanges of temporary beams; 11.2.3 Inadequate bracing in the area of screw jack spindles; 11.2.4 A special case; 11.3 Failure due to poor foundations 11.4 Failure due to inadequate coordination between design and construction |
| Record Nr. | UNISA-996200835103316 |
|
Scheer Joachim
|
||
| Berlin, Germany : , : Ernst & Sohn, , 2010 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
| ||
Failed bridges : case studies, causes and consequences / / Joachim Scheer
| Failed bridges : case studies, causes and consequences / / Joachim Scheer |
| Autore | Scheer Joachim |
| Pubbl/distr/stampa | Berlin, Germany : , : Ernst & Sohn, , 2010 |
| Descrizione fisica | 1 online resource (324 p.) |
| Disciplina | 624.2 |
| Soggetto topico | Bridge failures |
| ISBN |
3-433-60097-X
1-283-37032-8 9786613370327 3-433-60064-3 3-433-60063-5 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Failed Bridges Case Studies, Causes and Consequences; Foreword; Contents; Preface to the English edition 2010; Preface to the German edition 2000; 1 Introduction; 1.1 Retrospect; 1.2 Aim; 1.3 Structure; 1.3.1 General information about the tables; 1.3.2 Structures included; 1.3.3 Causes considered; 1.3.4 Sections of the book; 1.3.5 Sources used; 1.3.6 Abbreviations; 1.3.7 Overview of failure cases; 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 observations3.2 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 [54]; 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 (Case 3.103)4 Failure in service without external action; 4.1 General observations; 4.2 Remarks on the Nienburg "cable"-stayed bridge over the River Saale, Case 4.87; 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 (Case 4.28); 4.8 Collapse or damage due to material defects: brittle fracture 4.9 Damage resulting from fatigue or bad maintenance4.10 Collapse of the Elbow Grade Bridge (Case 4.48); 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 bridge8 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; 11.2.1 Inadequate ensuring of the assumed effective length of supports; 11.2.2 Inadequate lateral bracing of compressed upper flanges of temporary beams; 11.2.3 Inadequate bracing in the area of screw jack spindles; 11.2.4 A special case; 11.3 Failure due to poor foundations 11.4 Failure due to inadequate coordination between design and construction |
| Record Nr. | UNINA-9910830406903321 |
|
Scheer Joachim
|
||
| Berlin, Germany : , : Ernst & Sohn, , 2010 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Framework for improving resilience of bridge design [[electronic resource] /] / [Brandon W. Chavel and John M. Yadlosky]
| Framework for improving resilience of bridge design [[electronic resource] /] / [Brandon W. Chavel and John M. Yadlosky] |
| Autore | Chavel Brandon W |
| Pubbl/distr/stampa | [Washington, D.C.] : , : U.S. Dept. of Transportation, Federal Highway Administration, , [2011] |
| Descrizione fisica | 1 online resource (65 pages) : illustrations |
| Altri autori (Persone) | YadloskyJohn M |
| Soggetto topico |
Bridges - Design and construction
Bridge failures |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910701160803321 |
|
Chavel Brandon W
|
||
| [Washington, D.C.] : , : U.S. Dept. of Transportation, Federal Highway Administration, , [2011] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
