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《Journal of Water Resources and Architectural Engineering》 2010-02
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Research on Performances of Concrete-incased Shear Wall of Steel Plate with Slits

YU Fu-li1,JIANG Lu2,3,WANG Wei-dong1(1.Xi'an University of Architecture & Technology,Xi'an,Shaanxi 710055,China;2.Tongji University,Shanghai 201900,China;3.Baoshan Iron & Steel Co.,LTD.Research Institute(Technical Center),Shanghai 201900,China)  
In order to solve some existing problems,a concrete-incasted shear wall of steel plate with slits is put forward here,and its performances are analyzed.By using ANSYS,two specimens,a 12 mm thick steel plate shear wall with slits and a concrete-incasted shear wall of steel plate with slits,are modelled numerically.The results show that the incasted concrete slab could delay the buckling of the steel plate,the performances of the concrete-incasted shear wall of steel plate with slits are increased in the initial stiffness,load-carrying capacity,ductility and energy dissipation,thus its seismic stability is increased obviously.
【CateGory Index】: TU398.2
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