混凝土桁架隔层错跨布置的纯剪力墙结构的动力性能分析

错列桁架结构体系的主要特点是整体桁架直接与两侧外柱相连，并在相邻楼层平面上错列布置．这样，纵向就形成大开间的无内柱空间，增大了建筑内部空间的使用灵活性．本文将利用有限元软件ANSYS对跳层剪力墙结构进行地震模拟分析，得到该结构形式的动力性能指标，为今后推广应用提供了抗震理论参考．

Dynamic Performance Analysis on Pure Shear Structure Whose Concrete Truss is Using Staggered

Staggered truss system is a whole storey of the truss directly connected with both sides of the exterior col- umns, and each floor plane staggered arrangement. So, it forms the space of large standard width of a room without column, increasing the flexibility of the space inside the building. This paper uses the finite element software ANSYS analysising skip - floor shear wall structure under the earthquake, getting the dynamic performance indicators of this structure, providing theoretical seismic reference for future promotion applications.