隔震结构弹塑性动力分析程序HBTA2.0  

Program HBTA2.0 for Elasto-plastic Dynamic Analysis of Base-isolated Structures

作　　者：张玉良[1] 汪洋[1] 张铜生[1] 

机构地区：[1]清华大学土木工程系,北京100084

出　　处：《建筑结构》2003年第9期45-46,共2页Building Structure

摘　　要：介绍了隔震结构弹塑性动力分析程序HBTA2 0的编制原理及功能 ,通过与实验室模型试验及ETABS程序计算结果的对比 ,证明用HBTA2 0程序进行动力分析的可靠性。该程序功能强大。The principles and functions of the program HBTA2 0 for elasto plastic dynamic analysis of base isolated structures are presented.Compared with the model testing in labs and the calculating results from ETABS,HBTA2 0 is proved reliable in dynamic analysis.With powerful functions and convenience,HBTA2 0 has wide application prospects.

关 键 词：隔震结构 弹塑性 动力分析 HBTA2.0 模型试验 

分 类 号：TU352.12[建筑科学—结构工程]