Seismic Design Of Frame Shearing Wall And Frame Rocking Wall Structure

Shearing walls frame structure is including frame and shear walls system. Swingwall frame structure is composed of frame and swing wall structure system. Swing wallis a wall with special structure. Its basic connectivity is articulated in the bottom of awall.This wall have the special ability of which can rotate.In this paper, we can research the seismic performance of shear wall structuresystem and swing wall structure system. We select a12layer concrete frame-shearwall structure model and swing wall structure model as an example. We can design thistwo kinds of structure by PKPM software. We can use the nonlinear elastoplasticanalysis method by SAP2000software.It is concluded performance of the structurepoint, the distribution of the plastic, wall of internal distribution and so on. The mainspart of conent of this paper are as following.(1) Frame-shear wall structure of shear wall and the foundation is solid. Frame-swing wall structure of swing wall and the foundation is articulated. The natural ofvibration of this sturcture increases, the wall of the internal force decreases, the damageof the wall degrees.(2) Frame-shear wall structure of shear wall stress distribution is the maximumbending moment and shear force occurring in the wall at the bottom. A whole wall ofthe internal forces whose moment and shear gradually are smaller are changing by thehigher of floor. Therefore, because of at the bottom of swing walls is articulated, at thetop of the bottom,the bending moment are smaller.The top and bottom shear differenceis not big by changing quite gently.(3) Frame-swing wall structure can make the layer displacement tend to uniform,It can prevent of the occurrencing of layer collapse mode.This structure system canmake the structure close to the overall collapse mode, to avoid the deformatedconceration of structure.