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- Title
Experimental research on seismic performance of cantilever structure of shear wall.
- Authors
Xuezhong Peng; Tinfeng Shi; Di Hu
- Abstract
When the shear wall and two orthogonal frame beams cannot intersect, a special steel reinforced concrete (SRC) cantilever structure was designed. The cyclic load test on 1:2 scale model was completed and the hysteretic loop, the ductility coefficient, the strength reduction coefficient and the equivalent viscous damping coefficient were obtained, showing that the SRC cantilever structure has agreeable seismic performance. The cracks generated by cyclic load are obliquely intersected with the frame beam, demonstrating that the SRC cantilever structure fails due to combined shear, bending and torsion.
- Subjects
SHEAR walls; CANTILEVERS; CYCLIC loads; REINFORCED concrete; TORSION
- Publication
Vibroengineering Procedia, 2020, Vol 33, p44
- ISSN
2345-0533
- Publication type
Article
- DOI
10.21595/vp.2020.21656