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- W2373866045 abstract "Low cyclic loading tests of five large-scale rectangular RPC hollow pier specimens were made and the failure patterns and hysteretic properties of the specimens were studied.The characteristics of the skeleton curves of the specimens were analyzed,those factors affecting the restoring force models of the specimens were considered and the numerical regressive analysis method was used.Then the bilinear degradation restoring force model of RPC hollow piers is established.Numerical simulation analysis was performed with the program compiled with the strip method,and the calculation results agree well with the experimental results.The research results may serve as theoretical references for seismic design of RPC hollow piers." @default.
- W2373866045 created "2016-06-24" @default.
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- W2373866045 date "2011-01-01" @default.
- W2373866045 modified "2023-09-27" @default.
- W2373866045 title "Experimental Study on the Restoring Force Model of Reactive Powder Concrete Hollow Piers" @default.
- W2373866045 hasPublicationYear "2011" @default.
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