Conventional steel plate shear walls (SPSWs) are often designed to behave elastically under normal lateral load condition. However, they are expected to yield and absorb energy through inelastic hysteresis under extreme load condition. Depending on the width-to-thickness ratio and boundary conditions of these walls, SPSWs may also experience inelastic out-of-plane buckling.
On the design of stiffeners in steel plate shear walls Oct 01, 2009 · In recent years stiffened and unstiffened steel plate shear walls have been used more frequently as a dual lateral load resisting system in the design and retrofit of medium- to high-rise buildings. Steel plate shear walls are becoming an appealing alternative in high seismic areas although different countries are incorporating different design
used in shear plate connections involving steel straps and plates when use of a longer bolt or lag screw is necessary to avoid bearing of the threaded portion of the bolt or screw on the strap or plate. 10.1.3.4 Tabulated design values for split ring and shear plate connectors apply to joints in which the
Steel Designaxis to the top or bottom edge of a beam. as is c max c 1 = coefficient for shear stress for a rectangular bar in torsion C b = modification factor for moment in ASD & LRFD steel beam design C m = modification factor accounting for combined stress in steel design C v = web shear coefficient d = name for depth = depth of a wide flange section
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