Chapter
Apr 26, 2012
Seismic Performance of Composite Steel Plate Reinforced Concrete Shear Wall
Authors: Junming Zhou [email protected], Y. L. Mo [email protected], Xianghong Sun [email protected], and Jie Li [email protected]Author Affiliations
Publication: Earth and Space 2010: Engineering, Science, Construction, and Operations in Challenging Environments
Abstract
Since its high stiffness and deformability, composite steel plate shear walls are widely used in civil projects, especially the high-rise buildings. It can be utilized by either laying a concrete layer connected to the steel plate by shear studs or bonding a Fiber Reinforced Polymer sheet. With the Cyclic Softened Membrane Model based finite element program, the seismic performance of four kinds of reinforced concrete shear walls bonded by steel plates were studied. The effect of thickness of shear wall, reinforcement ratio of shear wall, thickness of steel plate and the spacing of shear studs were considered. Analytical result indicates that, comparing to the thickness and reinforcement ratio of shear walls, the thickness of steel plate and the spacing of shear studs have more effect to the shear force capacity and ductility of shear walls. In addition, the diameter of shear studs were also can be calculated to make sure the perfect connection between wall panel and steel plate.
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© 2010 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Department of Civil Engineering, Tongji University, 1239 Siping Road, Shanghai, 200092, China. E-mail: [email protected]
Department of Civil and Environmental Engineering, University of Houston, Houston, USA. E-mail: [email protected]
College of Civil Engineering, Chang'an University. E-mail: [email protected]
Department of Civil Engineering, Tongji University. E-mail: [email protected]
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