Analysis of resistance performance parameters of cross-slanted self-bucking-restrained corrugated steel plate shear wall

Xiuyong Liu; Taochun Yang

doi:10.1117/12.2628160

18 February 2022 Analysis of resistance performance parameters of cross-slanted self-bucking-restrained corrugated steel plate shear wall

Xiuyong Liu, Taochun Yang

Author Affiliations +

Proceedings Volume 12162, International Conference on High Performance Computing and Communication (HPCCE 2021); 121620S (2022) https://doi.org/10.1117/12.2628160
Event: 2021 International Conference on High Performance Computing and Communication, 2021, Guangzhou, China

Abstract

In order to study the cross-slanted self-bucking-restrained corrugated steel plate shear wall (CCSPW), the ABAQUS finite element software model was verified by establishing a test piece test data, and the effect of axial compression ratio on the seismic performance of bidirectional inclined self-proofed corrugated steel shear wall was simulated. The results show that the finite element calculation results are in good agreement with the experimental data. In a certain range of axial compression ratio, with the increase of axial compression ratio, the energy dissipation capacity of CCSPW increases, and the yield load and ultimate load of specimens decrease slightly, which is not conducive to the stability of bearing capacity and ductility of the structure.

Citation Download Citation

Xiuyong Liu and Taochun Yang "Analysis of resistance performance parameters of cross-slanted self-bucking-restrained corrugated steel plate shear wall", Proc. SPIE 12162, International Conference on High Performance Computing and Communication (HPCCE 2021), 121620S (18 February 2022); https://doi.org/10.1117/12.2628160

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