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Information Journal Paper

Title

INVESTIGATION INTO THE COLLAPSE BEHAVIOUR OF SHEAR STEEL WALLS

Pages

  49-60

Abstract

 Steel shear wall is a novel system used to resist against the lateral loads of wind and earthquake. Nowadays, due to the special benefits of this innovative system, in comparison with the other lateral loading-resistant systems such as concrete shear walls and moment frames, SHEAR STEEL WALLs are used widely in the construction  practice, especially in tall buildings in North America and Japan. In the present paper, the COLLAPSE BEHAVIOR of SHEAR STEEL WALLs is studied. The FINITE ELEMENT METHOD has been used to investigate into the effects of various parameters on the COLLAPSE BEHAVIOR of these systems. All of the analyses have been undertaken using ANSYS. In order to verify the accuracy and validity of the finite element modeling, the theoretical results, obtained from material and geometric nonlinear static analyses, have been compared with the available experimental results of steel shear walls. It has been found that the finite element model is reliable enough to be used to undertake nonlinear collapse analysis for parametric investigation. The effects of these parameters have been studied: POST BUCKLING BEHAVIOR, type of connections of frames, material model, type of connection of SHEAR STEEL WALL to the frame, and slenderness ration of plate.

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  • Cite

    APA: Copy

    ALIZADEH, HOSSEIN, ABEDI, K.. (2008). INVESTIGATION INTO THE COLLAPSE BEHAVIOUR OF SHEAR STEEL WALLS. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ), 35(3 (51) CIVIL ENGINEERING), 49-60. SID. https://sid.ir/paper/43718/en

    Vancouver: Copy

    ALIZADEH HOSSEIN, ABEDI K.. INVESTIGATION INTO THE COLLAPSE BEHAVIOUR OF SHEAR STEEL WALLS. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ)[Internet]. 2008;35(3 (51) CIVIL ENGINEERING):49-60. Available from: https://sid.ir/paper/43718/en

    IEEE: Copy

    HOSSEIN ALIZADEH, K. ABEDI, “INVESTIGATION INTO THE COLLAPSE BEHAVIOUR OF SHEAR STEEL WALLS,” JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ), vol. 35, no. 3 (51) CIVIL ENGINEERING, pp. 49–60, 2008, [Online]. Available: https://sid.ir/paper/43718/en

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