【摘要】 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。更多还原

【Abstract】 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.更多还原