摘要
以某4层框架结构为原型,对其进行了配重模型设计,并且运用结构设计和分析软件ETABS对原型和模型进行了地震作用下的时程分析,由模型分析结果按照相似关系反推原型反应,并将其与原型分析值进行了比较,从而研究了配重模型与原型的相似关系。
Taking a 4-story frame structure as the prototype,the design of bob-weight model is made;a tima-history analysis of the pratotype and model under seism is sonducted using structural design and analysis procedure ETABS,according to similarity relationship from the bob-weight model result to calculate the prototype response,which is compared with the theoretical value,thus has studied the similarity relationship.
出处
《工业建筑》
CSCD
北大核心
2007年第z1期261-264,358,共5页
Industrial Construction
关键词
配重模型
原型
相似关系
时程分析
bob-weight model prototype similarity relationship time-history analysis
