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砌体结构的抗震性能评估
引用本文:安卫平,秦长源.砌体结构的抗震性能评估[J].山西地震,1994(2):52-54.
作者姓名:安卫平  秦长源
作者单位:山西省地震局
摘    要:利用底部剪力法对太原市(基本烈度为8度)一幢5层砖体结构的宿舍楼进行了抗震验算。根据计算结果,对该宿舍楼进行了震害预测,并对其结构的抗震性能给予了定性评价。

关 键 词:结构,安全系数,震害预测

Aseismic Behavior Evaluation of Masonry Structure
An Weiping, Qin Changyuan.Aseismic Behavior Evaluation of Masonry Structure[J].Earthquake Research in Shanxi,1994(2):52-54.
Authors:An Weiping  Qin Changyuan
Institution:Seismological Bureau of Shanxi Province
Abstract:The aseismic computation for a five-storey masonry dormitory building in Taiyuan is made using the bot-tom shearmethod.Based on the computed result,the earthquake damages of the dormitory building are fore-casted,and aseismic behavior of the structure are evaluated qualitatively.
Keywords:structure safety factor eathquake disaster forecast
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