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
Type: Conference paper
Language: English
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Document National Code:
ICACU02_1756
Index date: 4 March 2023
Comparing performance of single and double corrugated steel plate shear walls abstract
In this paper structural models including 3-story 2D 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.
Comparing performance of single and double corrugated steel plate shear walls Keywords:
Comparing performance of single and double corrugated steel plate shear walls 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