Investigation of Behavior Ratio of Coupled Steel Shear Wall (CSSW)
Publish Year: 1398
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
ICRSIE04_095
تاریخ نمایه سازی: 13 مهر 1398
Abstract:
In this paper, we investigate the ratio of behavioral of the coupled steel shear wall (CSSW) using the Priestly & Paulay method. To do this, the CSSW, with dimensions given in this paper, is modelled using ABAQUS finite element software and 2.5 fold of the structure height transition is applied, according to the Iran Earthquake Act 2800. Based on the obtained results, the ratio of extra strength, the ratio of ductility, the behavioral ratio, and the shear strength of the double layer shuttered shear wall were 1.256411986, 3.503931163, 4.402381111, 12, respectively.
Keywords:
coupled steel shear wall (CSSW) , Iran Earthquake Act 2800 , Behavioral ratio , Priestly & Paulay method
Authors
mohammad hassan Asadi
Ph.D. student, Department of Civil Enginnering, Arak Branch, Islamic Azad University, Arak, Iran,
mehran ziaei
MA. Department of Management Engineering, University of Newcastle, Melbourne, Australia,
shima rahbari
Bachelor.Student,Department of Architect Engineering, University of Monash, Melbourne, Australia,