节点文献
超长网壳结构地震响应分析
Seismic Response Analysis of Long Reticulated Shell Structure
【摘要】 通过研究网壳结构危险杆数量,在一定视波速下,随着网壳结构长度的增加,结构在一致输入与多点输入下所求得的结果出现明显差异,按结构最不利原则得出了应该考虑多点输入进行地震分析的网壳结构最小长度。
【Abstract】 By studying the number of dangerous pole with reticulated shell structure,it is found that obvious difference appears with the increase of length of shell structures after comparison of the consistent input and multipoint input at certain apparent wave velocity.According to the most unfavorable principle of structure,the reticulated shell minimum length was got and more input seismic analysis should be considered.
【关键词】 超长网壳结构;
一致与非一致;
行波效应;
【Key words】 long reticulated shell structure; accordance and non-uniform; traveling wave effect;
【Key words】 long reticulated shell structure; accordance and non-uniform; traveling wave effect;
【基金】 河北联合大学2011年大学生创新性实验资助项目(X2011070)
- 【文献出处】 河北联合大学学报(自然科学版) ,Journal of Hebei United University(Natural Science Edition) , 编辑部邮箱 ,2015年02期
- 【分类号】TU311.3;P315.9
- 【下载频次】22