作者: L HAN , J YOU , X LIN
DOI: 10.1016/B978-008044637-0/50095-0
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摘要: Publisher Summary The chapter studies the cyclic behavior of self-consolidating concrete (SCC) filled hollow structural steel (HSS) columns. test parameters include sectional types, strength and steel, axial load level. Eighteen (SCCHSS) column specimens, 10 with circular sections 8 square are tested under constant cyclically increasing flexural loading. It is found that, in general, SCCHSS columns exhibit very high levels energy dissipation ductility, particularly when subjected to loads. features loading similar that normal concrete-filled HSS