摘要
综述了近期大跨度钢管混凝土拱桥地震反应分析的研究进展.对大跨度钢管混凝土拱桥拱肋的模拟方法、地震反应分析方法和地震反应特征进行了简述,并提出了进一步研究的若干建议.
This paper summarizes the recent development of study on seismic response of large - span concrete filled steel tubular arch bridge. Then it analysises the simulation methods of arch, the method of seismic response analysis the seismic response characteristics of the large - span concrete filled steel tube arch bridge. Finally some recommendations in further research is showed.
出处
《商丘师范学院学报》
CAS
2009年第9期67-70,共4页
Journal of Shangqiu Normal University
基金
建设部科技项目(2008-K3-11)
关键词
钢管混凝土拱桥
地震反应
几何非线性
行波效应
concrete filled steel tubular arch bridge
seismic response
geometric nonlinear
traveling wave effect