Comparing performance of single and double corrugated steel plate shear walls
Publish place: The Second International Conference on Architecture, Civil Engineering, Urban Planning, Environment and Horizons of Islamic Art
Publish Year: 1401
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
ICACU02_1756
تاریخ نمایه سازی: 13 اسفند 1401
Abstract:
In this paper structural models including ۳-story ۲D frames equipped with corrugated steel plate shear walls (CPSW) and double-corrugated plate shear walls (DCPSW) were examined through the FE method by pushover analyses. Effects of three different corrugation angles and two lateral load patterns have been inspected. Results indicate the lateral strength of DCPSW is significantly greater than that of CPSW and their initial stiffness is close. Also, inelastic deformations in DCPSW are more than CPSW which means that DCPSW may have more desirable behavior.
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Authors
Mahdi Kiani
Assistant professor, Department of civil engineering, University of science and technology ofMazandaran
Hamed Enayati
Assistant professor, Department of civil engineering, University of science and technology ofMazandaran