NONLINEAR BEHAVIOR OF STIFFENED STEEL PLATE SHEAR WALLS

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SHOWKATI H.; FARAZMAND M.

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Journal Paper

Paper Information

Journal: JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING (UNIVERSITY OF TABRIZ) Year:2009 | Volume:39 | Issue:2 (58) Page(s): 33-44

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Information Journal Paper

Title

NONLINEAR BEHAVIOR OF STIFFENED STEEL PLATE SHEAR WALLS

Author(s)

SHOWKATI H. | FARAZMAND M.

Keywords

LOAD-LATERAL DISPLACEMENT DIAGRAM

STIFFENER

YIELD LOAD

ULTIMATE LOAD

PERFORMANCE SURFACE

Abstract

Steel plate shear walls have been noticed in recently three decades to considering lateral loads of earthquake and wind, in high rise buildings behavior of this system resembles a steel plate girder used in a vertical cantilever application. The columns fulfill the function of the flanges of the vertical girder, while the horizontal floor beams act as web STIFFENERs. Before acceptance of the idea to utilizing post-buckling strength of infill steel plate, stiffened walls with heavy STIFFENERs were used to preventing infill steel plate buckling but after acceptance of this idea, unstiffened walls replaced with stiffened walls. However in seismic rehabilitation of existing buildings and retrofitting the structures, which are more in attention recently or in place which wall has an opening using STIFFENERs has a high importance. In this research influence of X, K, V, inverse V and V-H shapes of the STIFFENERs on steel plate shear walls have been studied. Results of finite element analysis show that X shape STIFFENER in compare with other diagonal STIFFENERs including K, inverse V and V shape especially V-H shape STIFFENER, have more effective influence in increasing yield and ULTIMATE LOADs and energy absorption capacity of panel. Also unlike plate girders which for doing economic design STIFFENER is used in steel plat shear wall systems, it is better using unstiffened panel.

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APA: Copy

SHOWKATI, H., & FARAZMAND, M.. (2009). NONLINEAR BEHAVIOR OF STIFFENED STEEL PLATE SHEAR WALLS. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING (UNIVERSITY OF TABRIZ), 39(2 (58)), 33-44. SID. https://sid.ir/paper/340444/en

Vancouver: Copy

SHOWKATI H., FARAZMAND M.. NONLINEAR BEHAVIOR OF STIFFENED STEEL PLATE SHEAR WALLS. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING (UNIVERSITY OF TABRIZ)[Internet]. 2009;39(2 (58)):33-44. Available from: https://sid.ir/paper/340444/en

IEEE: Copy

H. SHOWKATI, and M. FARAZMAND, “NONLINEAR BEHAVIOR OF STIFFENED STEEL PLATE SHEAR WALLS,” JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING (UNIVERSITY OF TABRIZ), vol. 39, no. 2 (58), pp. 33–44, 2009, [Online]. Available: https://sid.ir/paper/340444/en

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