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- W2367328089 abstract "The structural behavior of connections with steel diaphragm between CFRT (concrete-filled rectangular tubular) column and steel beam is studied in this paper through sub-assemblage loading tests. It is indicated that the test structures with steel beams rigidly framed into CFRT column have adequate bearing capacity, stable hysteresis characteristics, good ductility and energy - absorbing capacities. Excellent agreement is exhibited between experiment results and those based on present codes." @default.
- W2367328089 created "2016-06-24" @default.
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- W2367328089 date "2005-01-01" @default.
- W2367328089 modified "2023-09-23" @default.
- W2367328089 title "Experimental Study on Connections With Steel Diaphragm Between CFRT Column and Steel Beam" @default.
- W2367328089 hasPublicationYear "2005" @default.
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