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首页> 外文会议>International conference on vibration, structural engineering and measurement >Researches on the Structural Influencing Coefficient of Steel Frames under Different Sites based on the Energy Concept
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Researches on the Structural Influencing Coefficient of Steel Frames under Different Sites based on the Energy Concept

机译：基于能量概念的不同部位下钢框架结构影响研究研究

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The structure influencing coefficients reflect discount rate on horizontal seismic action of different structure categories.In general, the structure influence coefficients are related with the ductility level and overstrength of the structure.According to Code for seismic design of buildings (GB50011-2008), four models of three story-steel frames are designed for 4 types of site.Dynamic time-history analysis is carried out to study the models with records of seismic waves.The ductility level, the over-strength and Structural Influencing Coefficient are derived by the energy concept in the different sites condition.Structural Influencing Coefficient based on the energy concept is a new attempt.Method of the energy concept and design of structure will become the important development direction to improve the traditional seismic design.
机译：影响系数的结构反映了不同结构类别的水平地震作用的折扣率。一般来说，结构影响系数与结构的延展性水平和过长程度有关。根据建筑物的地震设计编码（GB50011-2008），四个三层钢框架的模型是设计4种类型的场地。进行了动力学历史分析，以研究模型，以研究地震波记录。延展性水平，过度强度和结构影响系数由能量导出不同地点的概念条件。基于能量概念的结构影响系数是一种新的尝试。能源概念和结构设计将成为改善传统地震设计的重要发展方向。

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