期刊
JOURNAL OF BUILDING ENGINEERING
卷 49, 期 -, 页码 -出版社
ELSEVIER
DOI: 10.1016/j.jobe.2022.104015
关键词
Double-steel plate composite shear wall; L-shaped section; Seismic performance; Shear lag
The performance of steel plate-wrapped concrete shear walls was studied, including hysteresis behavior, stiffness degradation, bearing capacity degradation, energy dissipation, cyclic ductility, and shear lag behavior. The test results showed that specimens with wide flange exhibited higher bearing capacity and initial stiffness, while specimens with narrow flange had better cyclic ductility and energy dissipation capacity.
In recent years, steel plate-wrapped concrete shear wall has been widely used in high-rise buildings as a new form of the composite member. Five L-shaped double steel plate-concrete composite shear wall (LDSCW) specimens (two specimens with wide flange and three specimens with narrow flange) were tested under cyclic load at loading beam. According to test results, the hysteresis performance, stiffness degradation, bearing capacity degradation, energy dissipation, cyclic ductility, and shear lag behavior were discussed in detail. In addition, finite element models were generated by ABAQUS. Specimens with wide flange exhibited higher bearing capacity and initial stiffness, while specimens with narrow flange had better cyclic ductility and energy dissipation capacity.
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