【摘要】 通过对一高层钢筋混凝土框架-剪力墙结构用规范简化算法(SATWE软件计算)、弹塑性动力分析(EPDA软件计算)、弹塑性静力分析(EPSA软件计算)三法进行了分析,并对其分析结果进行对比,最终得出针对高层钢筋混凝土框架-剪力墙结构进行抗震性能评估的可靠、实用、实施性强、经济合理的地震反应分析方法。更多还原

【Abstract】 Through analysis for a high-rise reinforced concrete frame-shear wall structure with three methods including the simplified code algorithm(SATWE analysis),elastic-plastic dynamic analysis(EPDA analysis) and elastic-plastic static analysis(EPSA analysis),and compared with the analysis results,a secure,appropriate,implementary and economical method for the seismic response analysis is got then in order to evaluate the seismic performance of a high-rise reinforced concrete frame-shear wall structure.更多还原