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某3跨钢拱桥结构抗震、抗风及稳定性分析
引用本文:王月新,张元文.某3跨钢拱桥结构抗震、抗风及稳定性分析[J].现代交通技术,2013,10(2):36-39.
作者姓名:王月新  张元文
作者单位:江苏省交通科学研究院股份有限公司,江苏南京,211112
摘    要:对采用墩梁分离、拱梁固结的下承式3跨连续钢梁钢拱桥进行结构抗震、抗风和稳定性分析,供类似结构体系动力性能设计参考。

关 键 词:下承式系杆拱桥  钢梁  钢拱  抗震  抗风  稳定性

Analysis of Structural Antiseismic Performance, Wind Resistance and Stability for a Three-span Continuous Steel Arch Bridge
Wang Yuexin , Zhang Yuanwen.Analysis of Structural Antiseismic Performance, Wind Resistance and Stability for a Three-span Continuous Steel Arch Bridge[J].Modern Transportation Technology,2013,10(2):36-39.
Authors:Wang Yuexin  Zhang Yuanwen
Institution:(Jiangsu Transportation Institute, Nanjing 210017, China)
Abstract:The structural antiseismic performance, wind resistance, and stability are evaluated for a three-span through steel arch bridge with stiffened arched girder and separated pier and beam. It can be taken as reference for the design of similar structures.
Keywords:through tied arch bridge  steel girder  steel arch  antiseismic performance  wind resistance  stability
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