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汶川地震后建筑结构抗震设计的几点思考
引用本文:任相椟,黄良波.汶川地震后建筑结构抗震设计的几点思考[J].山西建筑,2009,35(31):68-69.
作者姓名:任相椟  黄良波
作者单位:中国建筑上海设计研究院有限公司,上海,200063
摘    要:简要阐述了震后主要结构形式建筑物的震害特征,并从建筑体型要求,强柱弱梁,竖向地震破坏,构造要求以及学校、医院与农村建筑等方面进行了探讨和思考,对今后建筑结构抗震设计提出了一些建议,从而提高建筑物抗震性能。

关 键 词:地震  结构形式  震害特征  抗震设计

Some reflections on building structure seismic design after Wenchuan earthquake
REN Xiang-du,HUANG Liang-bo.Some reflections on building structure seismic design after Wenchuan earthquake[J].Shanxi Architecture,2009,35(31):68-69.
Authors:REN Xiang-du  HUANG Liang-bo
Affiliation:REN Xiang-du HUANG Liang-bo
Abstract:It describes the failure characteristics of buildings with the main structural form after earthquake. Some discussion and reflections are carried out from several aspects of building shape, strong column-weak beam, vertical earthquake failure, construction requirement, school, hospital and rural buildings and so on, and also some suggestion are given for seismic design of building structure, thus to improve the antiknock ability of architecture anti-knock design.
Keywords:earthquake  structural form  seismic damage characteristic  seismic design
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