EVALUATION OF STEEL PLATE THICKNESS ON COMPOSITE STEEL PLATE SHEAR WALL

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HATAMI F.; SEHRI S.M.R.

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Paper Information

Journal: STRUCTURE AND STEEL Year:2008 | Volume:4 | Issue:4 Page(s): 26-36

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Information Journal Paper

Title

EVALUATION OF STEEL PLATE THICKNESS ON COMPOSITE STEEL PLATE SHEAR WALL

Author(s)

HATAMI F. | SEHRI S.M.R. | Issue Writer Certificate

Keywords

STEEL SHEAR WALLQ2

COMPOSITE SHEAR WALLQ3

POST BUCKLINGQ3

STUDQ3

REINFORCED CONCRETE LAYERQ3

STEEL PLATE THICKNESSQ3

Abstract

Composite Steel plate shear walls (C.S.S.W.) have been used in structures as a lateral resisting system that it's building by concrete cover on one or both sides of steel plate. This system that identified as the 3rd version of the shear walls, by increasing of stiffness, ductility & energy absorption is widely used in tall building, retrofitting of structures and tanks.In this paper, evaluation of concrete layer to STEEL PLATE THICKNESS ratio has been investigated on C.S.S.W. behavior. In this regard, some experimental and analytical specimens involved of flexible steel tram, STEEL SHEAR WALL & steel plate shear wall composited with REINFORCED CONCRETE LAYER are built and tested using a rigid frame and actuator. The variable parameters on COMPOSITE SHEAR WALL were the number of concrete layer, distance between stuts and ratio of steel plate to of concrete layer thickness. The results show that the stiffness of COMPOSITE SHEAR WALL has direct proportion to concrete layer thickness and has inverse proportion to distance between stuts. Increasing on proportion of thickness of steel plate to thickness of concrete layer until optimum thickness reduced the displacement of out of plate and beyond which there would be no merit. On the other hand, usage of two concrete layers on two side of steel plate was reduced effect of secondary bending.

Cites

EVALUATING THE EFFECTS OF DISTANCE BETWEEN BOLTS ON THE BEHAVIOR OF COMPOSITE STEEL SHEAR WALL

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APA: Copy

HATAMI, F., & SEHRI, S.M.R.. (2008). EVALUATION OF STEEL PLATE THICKNESS ON COMPOSITE STEEL PLATE SHEAR WALL. STRUCTURE AND STEEL, 4(4), 26-36. SID. https://sid.ir/paper/136609/en

Vancouver: Copy

HATAMI F., SEHRI S.M.R.. EVALUATION OF STEEL PLATE THICKNESS ON COMPOSITE STEEL PLATE SHEAR WALL. STRUCTURE AND STEEL[Internet]. 2008;4(4):26-36. Available from: https://sid.ir/paper/136609/en

IEEE: Copy

F. HATAMI, and S.M.R. SEHRI, “EVALUATION OF STEEL PLATE THICKNESS ON COMPOSITE STEEL PLATE SHEAR WALL,” STRUCTURE AND STEEL, vol. 4, no. 4, pp. 26–36, 2008, [Online]. Available: https://sid.ir/paper/136609/en

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