抄録
Redundancy is one of the most important factors to evaluate the safety of a bridge as it shows the possibility of the bridge to survive after an incident that can cause partial or full damage on the critical member of the bridge. The purpose of the present study is to evaluate redundancy level of three span continuous twin I-girder composite bridges, which is widely used in current highway bridges. Bridge models were studied and analyzed by using the finite element method with the aid of DIANA Software. Firstly, experimental results were used to verify the validity the present numerical model. Thereafter, fracture of one mid-span girder was assumed in order to determine the redundancy level of damaged bridge models. This study also shows the importance of secondary members in transferring and redistributing the load after the fracture at the mid-span of one main girder of the bridge.
元の言語 | English |
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ホスト出版物のタイトル | Life-Cycle of Structural Systems: Design, Assessment, Maintenance and Management - Proceedings of the 4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014 |
出版者 | CRC Press/Balkema |
ページ | 738-745 |
ページ数 | 8 |
ISBN(印刷物) | 9781138001206 |
出版物ステータス | Published - 2015 |
イベント | 4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014 - Tokyo, Japan 継続期間: 2014 11 16 → 2014 11 19 |
Other
Other | 4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014 |
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国 | Japan |
市 | Tokyo |
期間 | 14/11/16 → 14/11/19 |
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ASJC Scopus subject areas
- Civil and Structural Engineering
- Safety, Risk, Reliability and Quality
これを引用
Numerical analysis on redundancy of continuous twin I-girder steel concrete composite bridges. / Lam, Heang; Yoda, Teruhiko; Lin, Weiwei; Kasano, Hideyuki; Ge, Haijie.
Life-Cycle of Structural Systems: Design, Assessment, Maintenance and Management - Proceedings of the 4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014. CRC Press/Balkema, 2015. p. 738-745.研究成果: Conference contribution
}
TY - GEN
T1 - Numerical analysis on redundancy of continuous twin I-girder steel concrete composite bridges
AU - Lam, Heang
AU - Yoda, Teruhiko
AU - Lin, Weiwei
AU - Kasano, Hideyuki
AU - Ge, Haijie
PY - 2015
Y1 - 2015
N2 - Redundancy is one of the most important factors to evaluate the safety of a bridge as it shows the possibility of the bridge to survive after an incident that can cause partial or full damage on the critical member of the bridge. The purpose of the present study is to evaluate redundancy level of three span continuous twin I-girder composite bridges, which is widely used in current highway bridges. Bridge models were studied and analyzed by using the finite element method with the aid of DIANA Software. Firstly, experimental results were used to verify the validity the present numerical model. Thereafter, fracture of one mid-span girder was assumed in order to determine the redundancy level of damaged bridge models. This study also shows the importance of secondary members in transferring and redistributing the load after the fracture at the mid-span of one main girder of the bridge.
AB - Redundancy is one of the most important factors to evaluate the safety of a bridge as it shows the possibility of the bridge to survive after an incident that can cause partial or full damage on the critical member of the bridge. The purpose of the present study is to evaluate redundancy level of three span continuous twin I-girder composite bridges, which is widely used in current highway bridges. Bridge models were studied and analyzed by using the finite element method with the aid of DIANA Software. Firstly, experimental results were used to verify the validity the present numerical model. Thereafter, fracture of one mid-span girder was assumed in order to determine the redundancy level of damaged bridge models. This study also shows the importance of secondary members in transferring and redistributing the load after the fracture at the mid-span of one main girder of the bridge.
UR - http://www.scopus.com/inward/record.url?scp=84941254439&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84941254439&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:84941254439
SN - 9781138001206
SP - 738
EP - 745
BT - Life-Cycle of Structural Systems: Design, Assessment, Maintenance and Management - Proceedings of the 4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014
PB - CRC Press/Balkema
ER -