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Steel and Composite Structures   Volume 33, Number 4, November25 2019, pages 569-581
DOI: https://doi.org/10.12989/scs.2019.33.4.569
 
Numerical study on the structural performance of corrugated low yield point steel plate shear walls with circular openings
Mahdi Shariati, Shervin Safaei Faegh Peyman Mehrabi, Seyedmasoud Bahavarnia, Yousef Zandi, Davood Rezaee Masoom, Ali Toghroli, Nguyen-Thoi Trung and Musab N A Salih

 
Abstract     [Buy Article]
    Corrugated steel plate shear wall (CSPSW) as an innovative lateral load resisting system provides various advantages in comparison with the flat steel plate shear wall, including remarkable in-plane and out-of-plane stiffnesses and stability, greater elastic shear buckling stress, increasing the amount of cumulative dissipated energy and maintaining efficiency even in large story drifts. Employment of low yield point (LYP) steel web plate in steel shear walls can dramatically improve their structural performance and prevent early stage instability of the panels. This paper presents a comprehensive structural performance assessment of corrugated low yield point steel plate shear walls having circular openings located in different positions. Accordingly, following experimental verification of CSPSW finite element models, several trapezoidally horizontal CSPSW (H-CSPSW) models having LYP steel web plates as well as circular openings (for ducts) perforated in various locations have been developed to explore their hysteresis behavior, cumulative dissipated energy, lateral stiffness, and ultimate strength under cyclic loading. Obtained results reveal that the rehabilitation of damaged steel shear walls using corrugated LYP steel web plate can enhance their structural performance. Furthermore, choosing a suitable location for the circular opening regarding the design purpose paves the way for the achievement of the shear wall's optimal performance.
 
Key Words
    steel plate shear wall; corrugated web plate; low yield point steel; circular opening; cyclic loading
 
Address
(1) Mahdi Shariati, Nguyen-Thoi Trung:
Division of Computational Mathematics and Engineering, Institute for Computational Science, Ton Duc Thang University, Ho Chi Minh City, Vietnam;
(2) Mahdi Shariati, Nguyen-Thoi Trung:
Faculty of Civil Engineering, Ton Duc Thang University, Ho Chi Minh City, Vietnam;
(3) Shervin Safaei Faegh, Peyman Mehrabi:
Department of Civil Engineering, K.N. Toosi University of Technology, Tehran, Iran;
(4) Seyedmasoud Bahavarnia:
Department of Civil Engineering, Qeshm International Branch, Islamic Azad University, Qeshm, Iran;
(5) Yousef Zandi:
Department of Civil Engineering, Tabriz Branch, Islamic Azad University, Tabriz, Iran;
(6) Davood Rezaee Masoom:
Department of Civil Engineering, Islamic Azad University, Central Tehran Branch, Tehran, Iran;
(7) Ali Toghroli:
Institute of Research and Development, Duy Tan University, Da Nang 550000, Vietnam;
(8) Musab N A Salih:
School of Civil Engineering, Faculty of Engineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Malaysia.
 

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