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日本铁路桥梁抗震设计中延性率的评价方法
Evaluation Methods of Ductility Rate in Quakeproof Design of Railway Bridges in Japan
【摘要】 介绍日本现行铁路高架桥设计采用的构件延性率计算方法,指出在结构延性抗震设计中,构件以及结构的延性能力计算结果是影响结构抗震性能评价的重要参数,铁路高架桥梁多采用单层或多层刚架,合理评价它的变形能力是桥梁抗震设计所面临的重要课题。
【Abstract】 The calculation methods of ductility rate of frame member in the design of elevated railway bridges in Japan are introduced. The calculation results of ductility of frame member and structure are important parameters which influence the evaluation of quakeproof structure in the design of ductile and quake proof structures. Many elevated railway bridges employ monolayer or multilayer rigid frames, and the reasonable evaluation of the frame is an important subject in quakeproof design of railway bridges.
【关键词】 抗震设计;
延性;
延性率;
响应塑性率;
初始屈服状态;
极限状态;
【Key words】 structure; quakeproof design; ductility; ductility rate; response ductility factor; first yielding state; ultimate limit state;
【Key words】 structure; quakeproof design; ductility; ductility rate; response ductility factor; first yielding state; ultimate limit state;
- 【文献出处】 都市快轨交通 ,Urban Rapin Rail Transit , 编辑部邮箱 ,2005年06期
- 【分类号】U442.55
- 【被引频次】1
- 【下载频次】124