THE INFLUENCE OF LOW YIELD POINT STEEL (LYP) AND PLATE THICKNESSES IN POST-BUCKLING BEHAVIOR AND ULTIMATE STRENGTH OF SEMI-RIGID STEEL PLATE SHEAR WALLS

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SADAT KHOLERDI S.E.; BARKHORDARI M.A.

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Journal: STRUCTURE AND STEEL Year:2014 | Volume:10 | Issue:15 Page(s): 29-37

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Title

THE INFLUENCE OF LOW YIELD POINT STEEL (LYP) AND PLATE THICKNESSES IN POST-BUCKLING BEHAVIOR AND ULTIMATE STRENGTH OF SEMI-RIGID STEEL PLATE SHEAR WALLS

Author(s)

SADAT KHOLERDI S.E. | BARKHORDARI M.A. | Issue Writer Certificate

Keywords

STEEL SHEAR WALLQ2

SEMI RIGIDQ2

LOW YIELD POINT STEEL (LYP)Q2

POST-BUCKLING BEHAVIORQ2

Abstract

In SEMI RIGID shear walls, the shear wall won’t be connected to the main columns of the structure frame. Instead, it will be connected to the secondary columns which are used for tension field in plate. In this paper, post buckling behavior and ultimate strength of SEMI RIGID STEEL SHEAR WALLs with different thicknesses and different yield stresses have been compared according to different analyzing methods, such as plate-frame interaction model (PFI), strip model and finite element method. The results show a good compatibility between these methods. Results show that using low yield point steel (LYP) in SEMI RIGID shear walls is appropriate. The influence of plate thickness increasement on initial stiffness and ultimate strength is more than the yield stress increasement effect.

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APA: Copy

SADAT KHOLERDI, S.E., & BARKHORDARI, M.A.. (2014). THE INFLUENCE OF LOW YIELD POINT STEEL (LYP) AND PLATE THICKNESSES IN POST-BUCKLING BEHAVIOR AND ULTIMATE STRENGTH OF SEMI-RIGID STEEL PLATE SHEAR WALLS. STRUCTURE AND STEEL, 10(15), 29-37. SID. https://sid.ir/paper/136638/en

Vancouver: Copy

SADAT KHOLERDI S.E., BARKHORDARI M.A.. THE INFLUENCE OF LOW YIELD POINT STEEL (LYP) AND PLATE THICKNESSES IN POST-BUCKLING BEHAVIOR AND ULTIMATE STRENGTH OF SEMI-RIGID STEEL PLATE SHEAR WALLS. STRUCTURE AND STEEL[Internet]. 2014;10(15):29-37. Available from: https://sid.ir/paper/136638/en

IEEE: Copy

S.E. SADAT KHOLERDI, and M.A. BARKHORDARI, “THE INFLUENCE OF LOW YIELD POINT STEEL (LYP) AND PLATE THICKNESSES IN POST-BUCKLING BEHAVIOR AND ULTIMATE STRENGTH OF SEMI-RIGID STEEL PLATE SHEAR WALLS,” STRUCTURE AND STEEL, vol. 10, no. 15, pp. 29–37, 2014, [Online]. Available: https://sid.ir/paper/136638/en

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