福建建设科技
福建建設科技
복건건설과기
FUJIAN CONSTRUCTION SCIENCE & TECHNOLOGY
2012年
5期
20-23
,共4页
弹塑性分析%pushover分析%钢板深梁
彈塑性分析%pushover分析%鋼闆深樑
탄소성분석%pushover분석%강판심량
elastic -plastic analysis%pushover analysis%steel deep beam
本文对一个六层纯钢框架和钢框架内填钢板深梁结构进行静力弹塑性分析,对比两者在多遇地震与罕遇地震作用下层间位移角与层间位移的大小,找出多遇和罕遇地震下的性能点,对建筑物进行地震评估。
本文對一箇六層純鋼框架和鋼框架內填鋼闆深樑結構進行靜力彈塑性分析,對比兩者在多遇地震與罕遇地震作用下層間位移角與層間位移的大小,找齣多遇和罕遇地震下的性能點,對建築物進行地震評估。
본문대일개륙층순강광가화강광가내전강판심량결구진행정력탄소성분석,대비량자재다우지진여한우지진작용하층간위이각여층간위이적대소,조출다우화한우지진하적성능점,대건축물진행지진평고。
The pushover software was used to analysis the elastic - plastic of a six floor entire steel frame and a steel frame filling with steel deep beam. Then the relative storey displacement and the interlayer displacement angle under the circumstance of frequent earthquake and rare earthquake was compared. The performance characteristic was found out under the circumstance of earthquake action.
