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- W2385846960 abstract "To realize the industrialized lateral resistant system in steel structure,a low cyclic loading test is carried out for steel frames with infill prefabricated reinforce-concrete shear walls (SFCW).The crack developed in infill walls and deformation performance of SFCW is investigated,and the force transfer mechanism,failure mode,hysteretic behavior,stiffness degradation,deformation and ductility,and energy dissipation of composite structure are also analyzed.Test results show that the concrete crushing in infill wall is the main failure pattern and the failure mode is ductile failure.Within the whole loading period,low cyclic fatigue of shear connectors (U sharp bars) didn't occur,and the performance of the specimens,including post-peak strength degradation,ductility behavior,deformation capacity,and energy dissipation,are significantly improved.During the whole test,the steel and concrete components work integrally.In summary,the SFPCW behaves good seismic performances and can be widely used in seismic areas." @default.
- W2385846960 created "2016-06-24" @default.
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- W2385846960 date "2010-01-01" @default.
- W2385846960 modified "2023-09-22" @default.
- W2385846960 title "Experimental Study of Steel Frames with Infill Prefabricated Reinforce-Concrete Shear Walls" @default.
- W2385846960 hasPublicationYear "2010" @default.
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