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.
出处
《地震工程与工程振动》
CSCD
北大核心
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
关键词
底层支撑
异型柱框架
抗震分析
框架
bracing in the first storey,special-shaped column,frame,aseismic analysis
