【摘要】 介绍了自行研制的“竖向桁架式高层建筑结构时程分析系统”NLA,并用该系统对一个 1 0层框架结构作了带斜杆和不带斜杆两种情况下的对比分析 .分析结果表明 ,竖向桁架式高层建筑结构具有良好的抗震性能更多还原

【Abstract】 The time history analysis system NLA for high rise building with braced frame developed by the authors is introduced.Two examples for a ten story frame with brace and no brace have been showed.The result shows that high rise building with braced frame has good performance in resisting the seismic.更多还原