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A platform for research: civil engineering, architecture and urbanism
Seismic Performance of Steel Special-shaped Column-corrugated Steel Plate Shear Wall System
The study aimed to solve the problems of column-beam protrusion of steel structure residences and insufficient lateral stiffness resistance of high-rise steel frames. Therefore, a new steel special-shaped column-corrugated steel plate shear wall system was proposed. By establishing the finite element model, the influence of special-shaped column type, corrugated steel plate direction, and beam-column width on the seismic performance of special-shaped frame and embedded corrugated steel plate under low-cycle reciprocating load was studied. It was then compared with the traditional H-shaped steel column-flat steel plate shear wall structure model. The results show that the embedded corrugated steel plate model with transverse arrangement is the most suitable shear wall member for the stiffness ratio of the embedded corrugated steel plate and frame beam-column and the design specification. The embedded corrugated steel plate will yield before the frame beam and column under the lateral load. The geometric out-of-plane buckling characteristics of the embedded corrugated steel plate also effectively reduce its load on the frame beam and column.
Seismic Performance of Steel Special-shaped Column-corrugated Steel Plate Shear Wall System
The study aimed to solve the problems of column-beam protrusion of steel structure residences and insufficient lateral stiffness resistance of high-rise steel frames. Therefore, a new steel special-shaped column-corrugated steel plate shear wall system was proposed. By establishing the finite element model, the influence of special-shaped column type, corrugated steel plate direction, and beam-column width on the seismic performance of special-shaped frame and embedded corrugated steel plate under low-cycle reciprocating load was studied. It was then compared with the traditional H-shaped steel column-flat steel plate shear wall structure model. The results show that the embedded corrugated steel plate model with transverse arrangement is the most suitable shear wall member for the stiffness ratio of the embedded corrugated steel plate and frame beam-column and the design specification. The embedded corrugated steel plate will yield before the frame beam and column under the lateral load. The geometric out-of-plane buckling characteristics of the embedded corrugated steel plate also effectively reduce its load on the frame beam and column.
Seismic Performance of Steel Special-shaped Column-corrugated Steel Plate Shear Wall System
Advances in Engineering res
Li, Dayong (editor) / Zhang, Yu (editor) / Luan, Yalin (editor) / Li, Min (author) / Peng, Xiaotong (author) / Gao, Yiyuan (author) / Lin, Chen (author)
International Conference on Architectural, Civil and Hydraulic Engineering ; 2023 ; Qingdao, China
2023-12-28
7 pages
Article/Chapter (Book)
Electronic Resource
English
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