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轻质填充墙异型柱框架弹性阶段地震作用计算
引用本文:曹万林,王光远.轻质填充墙异型柱框架弹性阶段地震作用计算[J].地震工程与工程振动,1997,17(3):44-51.
作者姓名:曹万林  王光远
作者单位:[1]河北工业大学 [2]哈尔滨建筑大学
基金项目:国家“九·五”重大科技攻关课题子专题资助项目
摘    要:本文在四个模型试验研究基础上,建立了轻质填充墙与异型柱框架共同工作的弹性动力计算模型,给出了结构弹性阶段地震作用的计算方法。

关 键 词:轻质填充墙  异型柱框架  地震作用  框架

CALCULATION OF EARTHQUAKE ACTION ON FRAME WITH SPECIAL SHAPED COLUMNS AND LIGHT WEIGHT FILLED WALLS AT ELASTIC STAGE
Gao Wanlin.CALCULATION OF EARTHQUAKE ACTION ON FRAME WITH SPECIAL SHAPED COLUMNS AND LIGHT WEIGHT FILLED WALLS AT ELASTIC STAGE[J].Earthquake Engineering and Engineering Vibration,1997,17(3):44-51.
Authors:Gao Wanlin
Abstract:In this paper,the model for elastic dynamic calculation of the light-weight filled walls and the frame with special-shaped columns working together is established.The method for computing earthquake action at elastic stage of this structure is given.
Keywords:Light-weight filled wall  Frame with special-shaped columns  earthquke action
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