板柱-剪力墙超限高层建筑结构地震反应分析及处理措施  

Seismic Response Analysis and Treatment Measures of Slab-column and Shear Wall on Transfinite High-rise Building

作　　者：孙军[1] 吴学清[2] 尤琪[3] 刘春玲[4] 

机构地区：[1]河北工程大学资源学院,河北邯郸056021 [2]邯郸职业技术学院建工系,河北邯郸056001 [3]华北水利水电学院,河南郑州450011 [4]河北工程大学机电学院,河北邯郸056038

出　　处：《华北水利水电学院学报》2009年第6期54-57,共4页North China Institute of Water Conservancy and Hydroelectric Power

摘　　要：为了验证板柱-剪力墙超限高层建筑结构是否满足抗震设防要求,以具体超限高层建筑结构工程为例,采用SAP2000 MIDAS,ABAQUS和ANSYS程序对其结构在不同工况下的动力反应进行了分析对比.结果表明,板柱-剪力墙超限高层建筑通过采用合理的结构方案及适当的抗震措施,能够满足抗震设防要求,对进一步了解此类结构的性能、验证结构抗震能力、完善抗震设计理论具有重要的指导意义.A slab-column and shear wall high-rise building structure was analyzed and computed to verify whether it meet anti-seismic requirement or not.Let＇s took a concrete transfinite high-rise building project for an example,under different conditions,the dynamic response of its structure was analyzed by a structural analysis program,such as SAP2000,MIDAS,ABAQUS和ANSYS.The results show that,by taking a reasonable and appropriate anti-seismic measures,the slab-column and shear wall transfinite high-rise building can meet the anti-seismic requirements.What＇s more,for a better understanding of the characteristics of such structures,the certification of anti-seismic capacity and the improvement of the anti-seismic design theory,it has played a significant role not only in the theoretical area but also in the practical project.

关 键 词：板柱-剪力墙结构 地震反应分析 超限高层建筑 

分 类 号：TU973.16[建筑科学—结构工程]