Earthquake-induced Collapse Simulation of a Super Long Span Cable- Stayed Bridge Based on an Open Source FE Program
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Détails bibliographiques
| Auteur(s): |
Lin Kaiqi
(Key Laboratory of Civil Engineering Safety and Durability of Ministry of Education, Tsinghua University, Beijing, China)
Xie Linlin (Key Laboratory of Civil Engineering Safety and Durability of Ministry of Education, Tsinghua University, Beijing, China) Lu Xinzheng (Key Laboratory of Civil Engineering Safety and Durability of Ministry of Education, Tsinghua University, Beijing, China) Ye Lieping (Key Laboratory of Civil Engineering Safety and Durability of Ministry of Education, Tsinghua University, Beijing, China) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Conference: Structural Engineering: Providing Solutions to Global Challenges, Geneva, Switzerland, September 2015 | ||||
| Publié dans: | IABSE Conference Geneva 2015 | ||||
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| Page(s): | 1671-1678 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| Année: | 2015 | ||||
| DOI: | 10.2749/222137815818359087 | ||||
| Abstrait: |
Currently, the seismic performance assessments of long span bridges are generally conducted using commercial finite element (FE) software packages, which to some extent limit the in-depth investigation of associated topics. A numerical model system is proposed to simulate a super long span cable-stayed bridge with a maximum span of 1500 m based on an open source FE software package (i.e., OpenSees). The seismic performance of this bridge is investigated. The simulation results of OpenSees and the commercial software MSC.Marc are compared with a good agreement. Furthermore, a collapse simulation of the bridge is also successfully performed and the corresponding collapse mechanism is revealed. The research outcome could provide a reference for further studies on the seismic performance of super long span cable-stayed bridges based on open source FE programs. |
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