底层带支撑异型柱框架抗震分析初探  

EXPLORATION ON THE ASEISMIC STUDY OF THE FRAME WITH SPECIAL-SHAPED COLUMNS AND BRACINGS IN THE FIRST STOREY

作　　者：曹万林[1] 魏文湘[1] 吴建有[1] 王光远[2] 

机构地区：[1]河北工学院,中国天津300132 [2]哈尔滨建筑大学,中国哈尔滨150006

出　　处：《地震工程与工程振动》1995年第2期62-74,共13页Earthquake Engineering and Engineering Dynamics

基　　金：河北省自然科学基金;河北省教委科研基金资助项目

摘　　要：本文在底层带支撑异型柱框架模型试验研究基础上,按抗震分析需要,对结构抗震性能问题、计算模型问题、填充墙刚度问题等进行了初步研究,简述了抗震分析方法,提出了供抗震设计参考的建议。In this paper on the basis of experimental research on the model of frame with special-shaped columns and bracings in the first storey,according to the demands of aseismic analysis,the aseismic behavior of structure the calculative model and the stiffness of the filling wall are preliminarily studied. Aseismic analysis method is briefly stated. Some proposals for aseismic design are made.

关 键 词：底层支撑 异型柱框架 抗震分析 框架 

分 类 号：TU352.110[建筑科学—结构工程]