| 城市高架桥合理抗震体系选择与经济性对比 |
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| 引用本文： | 管仲国,李建中.城市高架桥合理抗震体系选择与经济性对比[J].地震工程与工程振动,2011,31(3):91-98. |
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| 作者姓名： | 管仲国 李建中 |
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| 作者单位： | 同济大学土木工程国家重点实验室,上海,200092 |
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| 基金项目： | 国家自然科学基金项目(51008222); 上海市科学技术委员会科研计划项目子课题(09231200302); 交通部西部科技项目(2007318822331); 国家科技支撑计划项目(2009BAG15B01) |
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| 摘 要： | 探讨了基于两水准设防的城市高架桥的合理抗震设防标准与相应的结构性能目标.选取两座典型的城市高架桥结构,包括一座正线桥和一座匝道桥,分别采用延性抗震体系和减、隔震体系进行结构抗震设计.对比了不同结构抗震体系所对应的结构在各水准地震作用下具体抗震性能表现,结果表明减、隔震体系具有更优的抗震性能.在此基础上,进一步从经济性的...
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| 关 键 词： | 高架桥 延性抗震 减隔震 经济性 |
Structural performance and cost comparison of different seismic resisting systems for urban expressway viaducts |
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| GUAN Zhongguo,LI Jianzhong.Structural performance and cost comparison of different seismic resisting systems for urban expressway viaducts[J].Earthquake Engineering and Engineering Vibration,2011,31(3):91-98. |
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| Authors: | GUAN Zhongguo LI Jianzhong |
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| Institution: | GUAN Zhongguo,LI Jianzhong(State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China) |
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| Abstract: | The rational multilevel seismic fortification criterion and the corresponding performance objectives were discussed for urban expressway viaducts.Two typical continuous girder viaducts,a mainline bridge and a ramp bridge,were analyzed in this study.For each bridge,a traditional ductile earthquake resisting system and an isolation earthquake resisting system were considered.The detail structural seismic performances corresponding to the two different earthquake resisting systems were compared at each design ... |
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| Keywords: | viaduct bridges ductile earthquake resisting system isolation earthquake resisting system cost comparison |
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