林宝新,张瑞.某平面回字形高层框架结构的抗震性能分析[J].安徽建筑大学学报,2014,22(2):13-18 |
某平面回字形高层框架结构的抗震性能分析 |
Seismic performance analysis of high-rise frame structure with rectangular-ambulatory-plane |
|
DOI:10.11921/j.issn.2095-8382.20140203 |
中文关键词: 回字形平面 框架结构 楼板局部不连续 弹塑性分析 楼板应力云图 |
英文关键词: rectangular-ambulatory-plane frame structure partial discontinuous floor elastic-plastic analysis floor stress nephogram |
基金项目: |
|
摘要点击次数: 7785 |
全文下载次数: 0 |
中文摘要: |
本文以合肥某平面回字形高层框架结构为例,通过对该结构在多遇地震下的弹性计算和罕遇地震下的弹塑性分析,结合对开洞层的楼板应力分析,检验其抗震性能。分析结果表明,该回字形结构整体协调能力较强,可供同类工程参考。 |
英文摘要: |
In this paper, a rectangular-ambulatory-plane high-rise frame structure of Hefei was taken for example to test its seismic behavior by elastic calculation under frequently occurred earthquake action and elastic-plastic analysis under rare earthquake, and stress analysis of openings layer’s floor. The results shows that the rectangular-ambulatory-plane structure has a strong ability in whole coordination, which can provide reference for similar projects. |
查看全文
查看/发表评论 下载PDF阅读器 |
关闭 |