中、小高层短肢剪力墙结构的抗震性能研究

Study on Earthquake-resistant Performance of Short-pier Shear Wall Structures in Medium and Small and High-rise Buildings

为了研究短肢剪力墙结构的抗震性能,通过PKPM系列软件建立了一幢10层短肢剪力墙结构的计算模型,并将其与普通剪力墙结构和异形柱剪力墙结构的地震反应作比较。从结构的动力特性、变形特性和内力特性三方面表明,短肢剪力墙结构具有良好的抗震性能。

In order to study the earthquake-resistant performance of a short-pier shear wall structure,a finite element model of a 10-storyed building with the short-pier shear wall is established by PKPM series software.Further more,it is contrasted with the earthquake response of the normal shear wall structure and the special-shaped column shear wall structure.Consequently,from dynamic characteristics,deformation characteristics and internal force characteristics,it is showed that the aseismatic capacity of the short-pier shear wall structure is excellent.