结构工程师2017，Vol.33Issue(2)：70-78,9.
某平面不规则结构弹塑性时程分析
Elasto-plastic Time History Analysis of a Structure with Irregularity in Plan
沈闻 1奚震勇 1李继国1
作者信息
- 1. 同济大学建筑设计研究院(集团)有限公司,上海200092
- 折叠
摘要
Abstract
With large opening floors,a frame structure,which is located in 7 seismic intensity (0.1 g) area,is an irregular plane building structure under the high seismic intensity area.In this paper,in order to study seismic behaviors of the structure in rare intensity of 7 degree (0.1 g) earthquakes,NosaCAD was used to perform elasto-plastic time history analysis.The results indicate that yielding hinges firstly occur in some beams under rare frequency earthquakes.Some yielding hinges appear at one end of some columns.The maximum inter-story drift of the structure can meet the requirement of the Chinese code.The structure satisfies the code requirements of no collapse under rare earthquakes.The irregular floors have some effect on deformation and damage of the structure.There are only translational responses for the rigid-floor assumed structure,but not only torsional response but also relative large component damage occur inthe elastic-floor assumed structure.关键词
平面不规则/框架结构/弹塑性时程分析/NosaCADKey words
irregular plane/frame structure/elasto-plastic time history analysis/NosaCAD引用本文复制引用
沈闻,奚震勇,李继国..某平面不规则结构弹塑性时程分析[J].结构工程师,2017,33(2):70-78,9.
