The Analysis Of Beam-shaped Transfer Frame-supported Short-limb Shear Wall Structures

Along with the acceleration of urbanization and the improvement of people’s life，have had many the top construction of frame-supported short-limb shear wallstructures，and have a developing trend from "small high-rise" to the high-risebuilding. The high-rise building has its unique advantages，in the same building canmeet the users in the use of different requirements， so have very broad the applicationprospect. But， the fact that we have little research in theory to this system. Therefore，this paper from reality do an analysis of this type of structure of the force performance.This paper takes a specific engineering example as the background，use finiteelement software for space static elastic analysis and acceleration response spectrumanalysis to frame-supported short-limb shear wall structures，the authors discuss thestructure of the whole force performance from dynamic characteristics，displacements，the distribution of the floor shear and the lateral stiffness，more intuitive reflects forceand deformation of frame-supported short-limb shear wall structures. In order to studyforce performance of frame-supported beam in adverse circumstances conversion，thepaper focuses on the selected the two sets frame-supported beam with contrast andanalysis，the frame-supported beam are given respectively internal force distribution indifferent situations，discussing the security and stability of frame-supported beam inadverse circumstances conversion.In order to further research the force performances of beam-shaped transferframe-supported short-limb shear wall structures in the earthquake effect，this paperrespectively calculation earthquake response of frame-supported short-limb shear wallstructure when transfer-layer located in different positions. At the same time，andstatistics shear span ratio of short-limb shear wall， according to the scope of the shearspan ratio， evaluation the seismic performance of the high-rise building of frame-supported short-limb shear wall structures.