Experimental Studies And Theoretical Analysis Of Steel Plate ShearWall With Slites

The steel-plate shear wall with slites is a kind of structural member which canresist shear force. Because of its good performance,it has been applied abroad, but theresearches are just started in China. A new type of earthquake-resistingelement ,consisting of a steel plate shear wall with vertical slites,is introduced.In thesystem,the steel plate segments between the slites behave as a series of flexurallinks,which provide a fairly ductil response.By taking the steel-plate shear wall with slites as the research object, the maincontents of This dissertation are listed as follows:1. the development status of the the steel structure residence, the steel plate shearwall with slites and its application in steel structure residence , characteristic analysisand the disadvantage of the different kinds of steel plate shear wall were introduced.And the main work was presented.2. According to the finite element analysis and the studies of the steel plateshear walls with slites at home and abroad, establish a detailed test scheme and makeexperimental studies. The test results,provide data on general behavior of the walls,are presented for two wall plate specis of roughly full scale, which were subjected tocyclic lateral loading. When properly detailed and fabricated to avoid prematurefailure due to tearing or out-of-plane buckling,the wall panels respond in a ductilemanner.3. Based on the test results,the dissertation analyzes the force condition of thehigh strength bolts before slipped,which can provide theoritical reference for thearrangement of bolts in the design.4. To contrast the analysis of the finite element,Hitaka theoretical formula withthe test results. Through the research of the steel shear wall with sltes under cylicloading, the ultimate load-carrying capacity and hysteresis property is found.5. Parameter analysis of static behaviors and hysteresis behaviors of thesteel-plate shear walls with slits by finite element software ANSYS are made.6. several problems of outer-shell connections which needed researched moredeeply were put forward.