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Mohammad AlHamaydeh, Ahmed Mansour Maky and Mohamed Elkafrawy
Modeling Steel Plate Shear Wall (SPSW) behavior can be computationally demanding. This is especially true when high-fidelity modeling is carried out via shell or 3D solid elements. It has been shown that SPSW behavior can be captured with adequate accura...
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Arsalan Majlesi, Hamid Asadi-Ghoozhdi, Omid Bamshad, Reza Attarnejad, Amir R. Masoodi and Mehdi Ghassemieh
Steel plate shear walls usually do not satisfy the strong-column weak-beam design criteria, leading to larger column sections. On the other hand, rigid frame structures are typically constructed in low-rise to mid-rise buildings built in locations prone ...
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Zhenbang Ma, Yuntian Wu, Jie Zhang and Mao Zhang
The coupled steel plate and reinforced concrete (C-SPRC) composite wall is a new type of coupled-wall system consisting of steel coupling beams (SCBs) that join two SPRC walls where the steel plate shear wall (SPSW) is embedded in the RC wall. Although t...
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Han Xu, Kunpeng Duan, Chaoqun Li, Xuhong Qiang and Yutao Liu
Steel plate shear walls (SPSW) structures have been widely employed in multistory residential buildings. The traditional welding process may lead to serious welding deformation due to the thinness of the plate. In this study, a new welding process is pro...
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Ridwan Dwi Setiawan, Koespiadi Koespiadi
Pág. 68 - 78
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Mohammad Javad Moradi, Mohammad Mahdi Roshani, Amirhosein Shabani and Mahdi Kioumarsi
As a lateral load-bearing system, the steel plate shear wall (SPSW) is utilized in different structural systems that are susceptible to seismic risk and because of functional reasons SPSWs may need openings. In this research, the effects of rectangular o...
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