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钢筋混凝土多层框架柱震害初步分析——汶川大地震都江堰灾区钢筋混凝土多层框架柱震害考察的思考
引用本文:韩丽霞,金德保,莫庸.钢筋混凝土多层框架柱震害初步分析——汶川大地震都江堰灾区钢筋混凝土多层框架柱震害考察的思考[J].工程抗震与加固改造,2008,30(4).
作者姓名:韩丽霞  金德保  莫庸
作者单位:1. 甘肃省建设科技专家委员会,甘肃,兰州,730030
2. 甘肃建设工程咨询设计有限公司,甘肃,兰州,730030
摘    要:通过5.12汶川大地震都江堰灾区震害调查,针对多层框架结构框架柱的震害现象,从设计、施工两方面进行了原因分析,由此提出有关抗震加强措施的建议。

关 键 词:汶川地震  框架柱  震害  抗震措施

Preliminary Analysis on the Seismic Damage to the High-rise Reinforced Concrete Frame Structure——Thoughts about the Seismic Damage of the High-rise Reinforced Concrete Frame Structure in Dujiangyan
Han Li-xia,Jin De-bao,Mo Yong.Preliminary Analysis on the Seismic Damage to the High-rise Reinforced Concrete Frame Structure——Thoughts about the Seismic Damage of the High-rise Reinforced Concrete Frame Structure in Dujiangyan[J].Earthquake Resistant Engineering and Retrofitting,2008,30(4).
Authors:Han Li-xia  Jin De-bao  Mo Yong
Abstract:In this paper,based on the investigation of the seismic damage of the Wenchuan earthquake on May 12~(th),the phenomena of the seismic damage of the high-rise reinforced concrete frame structure is analyzed through two aspects: design and construction,and some suggestions to reinforce the aseismatic measure are proposed.
Keywords:Wenchuan earthquake  frame column  seismic damage  aseismatic measure
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