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吉林速滑馆悬索钢结构屋盖稳定及抗震性能分析
Stability and Dynamic Characteristic of Cable-steel Roof of Jilin Speed Skating Gymnasium
【摘要】 针对国内第一个90米跨度大型索拱这一新型结构(吉林速滑馆悬索钢结构)进行稳定及抗震性能分析,分析结果表明:特征值屈曲分析结果不能作为评价本结构承载能力的依据;材料非线性对结构的承载能力影响很大,初始几何缺陷的影响不大,大变形对结构动力性能的影响不能忽略;反应谱法计算本结构地震作用会有较大的偏差,应采用时程分析法来分析地震作用;行波效应对本工程的影响不大。
【Abstract】 The stability and dynamic characteristic of cable-steel roof of Jilin speed skating gymnasium were analyzed. The results indicate that material nonlinearities exert a tremendous influence on the ultimate bearing capacity of the roof, and the influence of initial geometrical imperfections is small. The large-deflection effects on dynamic characteristic of the structure ought to be included. For the cable-steel roof structure, time-history analysis is suggested. And the wave passage effect on the roof may be negligible.
【关键词】 悬索;
钢屋盖;
稳定性分析;
抗震性能;
时程分析;
行波效应;
【Key words】 cable; steel roof structure; stability analysis; seismic response; time-history analysis; wave passage effect.;
【Key words】 cable; steel roof structure; stability analysis; seismic response; time-history analysis; wave passage effect.;
【基金】 国家自然科学基金(10672039);中国博士后基金(200904501038);江苏省博士后基金(0901006B)
- 【文献出处】 应用力学学报 ,Chinese Journal of Applied Mechanics , 编辑部邮箱 ,2009年03期
- 【分类号】TU391
- 【被引频次】4
- 【下载频次】116