基于不同性能目标的HPC框架-剪力墙结构抗震设计  

Seismic Design of HPC Frame-shear wall Structures Based on Different Performance Objectives

作　　者：陈玲玲[1] 王志远[2] CHEN Ling-ling WANG Zhi-yuan(School of Mechanical and Vehicle Engineering, Bengbu University, Bengbu,233030, Anhui School of Management Science and Engineering,Anhui University of Finance ＆ Economics,Bengbu,233030,Anhui)

机构地区：[1]蚌埠学院机械与车辆工程学院,安徽蚌埠233030 [2]安徽财经大学管理科学与工程学院,安徽蚌埠233030

出　　处：《蚌埠学院学报》2016年第5期18-21,共4页Journal of Bengbu University

基　　金：蚌埠学院自然科学研究项目(2015ZR12)

摘　　要：为提高高性能混凝土框架-剪力墙结构在高层建筑结构中的使用率,分析了基于不同性能目标下的抗震设计,总结了框架-剪力墙结构在不同性能目标下目标位移的计算方法,并结合工程实例介绍了基于性能目标的抗震设计过程,最后运用SAP2000验证设计结果具有一定的可靠性,可以在实际工程中推广应用。In order to improve the high performance concrete frame-shear wall structure in the utilization of high-rise buildings,it studied seismic design based on different performance objectives in this paper,summarized the frame-shear wall structure method for calculating the target displacement under different performance objectives. An engineering example was introduced based on the seismic design process of the performance goal,and the design of the results have a certain reliability and are verified by using SAP2000,which can be applied in practical engineering.

关 键 词：高性能混凝土 框架-剪力墙 抗震设计 性能 层间位移角 

分 类 号：TU364[建筑科学—结构工程] TU352