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A study of the earthquake-resistance performance of frame structures with different types of stairs

机译:不同类型楼梯的框架结构的地震阻力性能研究

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This paper uses time-history analysis method to consider the effect of 3 kinds of seismic waves by means of finite element software Ansys, analyse earthquake response of 5 kinds of models, compares effect of structural performance of frame structures with different types of stairs. The results show that different types of stairs diversely affects period, stiffness, mode of vibration, mechanical performance, etc, after consideration of stairs in calculating. Although types of stairs different, it shows mainly that stairs make much larger contribution for stiffness parallelled to stairs, less contribution for stiffness perpendicular to stairs, each layer just affects stiffness this layer. It is not simple to consider different types of stairs as general supports.
机译:本文采用时间历史分析方法考虑通过有限元软件ANSYS来考虑3种地震波的效果,分析5种模型的地震响应,比较了不同类型楼梯的框架结构结构性能的效果。结果表明,在考虑到计算楼梯后,不同类型的楼梯越来越多地影响时间,刚度,振动,机械性能等。虽然楼梯的类型不同,但它主要显示楼梯对楼梯的僵硬作出更大的贡献,较少对垂直于楼梯的刚度的贡献,每层都会影响刚度这层。考虑不同类型的楼梯作为一般支持并不简单。

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