In recent years, steel plate shear walls have been used in a number of tall buildings, mainly in Japan and North America, to resist lateral forces induced by wind and earthquakes. The perceived advantages of such shear walls, in seismic resistant structures, are enhanced stiffness, strength and ductility, stable hysteretic characteristics and a large capacity for plastic energy absorption. They are also much lighter than equivalent reinforced concrete shear walls, which reduces the dynamic forces and loads on the foundations. Recent experimental and theoretical research into the structural performance of steel plate shear walls is discussed. Particular emphasis is given to the development of theoretical models for representing the hysteretic characteristics, which can be incorporated in nonlinear dynamic analyses of steel plate shear walls subjected to prescribed dynamic loading or ground motion.
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Department of Civil,Architectural,and Environmental Engineering,University of Texas at AustinDepartment of Civil,Architectural,and Environmental Engineering,University of Texas at Austin
Patricia MCLAYTON
Daniel MDOWDEN
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Department of Civil Structural,and Environmental Engineering,University at BuffaloDepartment of Civil,Architectural,and Environmental Engineering,University of Texas at Austin
Daniel MDOWDEN
ChaoHsien LI
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National Center for Research on Earthquake EngineeringDepartment of Civil,Architectural,and Environmental Engineering,University of Texas at Austin
ChaoHsien LI
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Jeffrey WBERMAN
Michel BRUNEAU
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Department of Civil Structural,and Environmental Engineering,University at BuffaloDepartment of Civil,Architectural,and Environmental Engineering,University of Texas at Austin
Michel BRUNEAU
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Laura NLOWES
KehChuan TSAI
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Department of Civil,Structural,and Environmental Engineering,TaiwanDepartment of Civil,Architectural,and Environmental Engineering,University of Texas at Austin