钢筋混凝土大开间异型柱框架抗震设计若干问题的研究  

Study on earthquake-resistant design of the frames with special-shaped reinforced concrete column of large bays

作　　者：胡国振 曹万林[2] 王绍英[2] 

机构地区：[1]河北工程技术高等专科学校,河北沧州061001 [2]北京工业大学,北京100022

出　　处：《世界地震工程》2000年第1期47-50,共4页World Earthquake Engineering

基　　金：国家"九五"重大攻关项目!95-920-01-03-01;河北省科委资助项目!97543704D

摘　　要：钢筋混凝土大开间异型柱框架是新型住宅结构。本文以大开间异型柱框架试验研究及异型柱 试验研究为基础，分析了结构动力计算模型问题、控制薄弱层问题和异型柱工作性能问题，提出了 若干供抗震设计参考的建议。The frame with special-shaped reinforced concrete column of large bays is a new kind of dwelling house. On the basis of the experiments about special-shaped columns and the frame with special-shaped column of large bays, the dynamic model for structural calculation, the controlling weak stories and the performance of special-shaped columns are discussed and some suggestions on earthquake-resistant design are presented.

关 键 词：钢筋混凝土 大开间 异型柱 框架 抗震设计 

分 类 号：TU352.104[建筑科学—结构工程] TU375.4