期刊名称：IOP Conference Series: Earth and Environmental Science
印刷版ISSN：1755-1307
电子版ISSN：1755-1315
出版年度：2019
卷号：252
期号：2
页码：1-6
DOI：10.1088/1755-1315/252/2/022043
出版社：IOP Publishing
摘要：In order to avoid the premature buckling of steel plate shear walls, the corrugated steel plate walls are used to increase stiffness and the buckling resistance performance, and soft steel dampers are also adopted to improve the energy dissipation capacity. This combined use of the corrugated steel plate wall and the damper leads to a new system: damping energy-dissipating corrugated steel shear wall (DCSW). A numerical simulation model was established to study the seismic behavior of DCSW using the software ABAQUS, in which the material and geometric nonlinear were considered. Based on that, the ultimate bearing capacity, stiffness and ductility were analyzed. The results indicate that the DCSW structure has a high strength redundancy. The strength of DCSW structure is about 18% higher than that of steel.
