钢筋混凝土异型柱框架抗震设计若干问题的研究  

STUDY ON EARTHQUAKE RESISTANT DESIGN OF THE FRAME WITH SPECIAL SHAPED REINFORCED CONCRETE COLUMN

作　　者：曹万林[1] 王光远[1] 欧进萍[1] 吴建有[2] 魏文湘[2] 

机构地区：[1]哈尔滨建筑大学 [2]河北工学院

出　　处：《地震工程与工程振动》1994年第1期72-82,共11页Earthquake Engineering and Engineering Dynamics

摘　　要：钢筋混凝土异型柱框架是新型住宅结构。本文以粉煤灰砌块填充墙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 is a new building structure. On the basis of the experiment about special -shaped columns and the frame with special -shaped columns which are filled by pulverized ash block [1~6] ,the dynamic model for structural calculation is analysed.the control on the floor which is weak and the performance of special - shaped columns are discussed. Some suggestions on earthquake - resistant design are presented.

关 键 词：钢筋混凝土 异型柱 框架 抗震设计 

分 类 号：TU375.404[建筑科学—结构工程]