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- W2393313193 abstract "Noting that lateral stiffness and strength of composite steel plate shear walls with slits were largely reduced due to large number of slits in previous study,test was performed on large width-to-thickness ratio composite steel plate shear walls with slits.Improvement by using out-of-plane restrainer for pre-cast concrete panel was proposed to prevent overall buckling of the composite wall.Five specimens were tested to investigate failure mode,bearing capacity,ductility,hysteretic behavior,as well as energy dissipation.The test shows that the additional restrainer can effectively prevent overall buckling of the specimens and greatly improve the hysteretic behavior of large width-to-thickness ratio composite walls with silts.Finite element analysis was performed on the specimens under monotonic loading and cyclic loading.The analytical results show that ultimate strength of the specimens under monotonic loading is underestimated significantly while skeleton curves of cyclic loading correlate well with test results.It is indicated that there is significant strain cyclic hardening effect in composite steel plate walls with slits.Formula of ultimate strength was accordingly improved." @default.
- W2393313193 created "2016-06-24" @default.
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- W2393313193 date "2009-01-01" @default.
- W2393313193 modified "2023-09-26" @default.
- W2393313193 title "Cyclic test on large flakiness ratio composite steel plate walls with slits" @default.
- W2393313193 hasPublicationYear "2009" @default.
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