Li Fengge, Zhao Gentian. STUDY ON SEISMIC BEHAVIOR OF COMPOSITE FRAME WITH SRC COLUMNS AND STEEL BEAM[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 111-114,110. doi: 10.13204/j.gyjz201009028
Citation:
Li Fengge, Zhao Gentian. STUDY ON SEISMIC BEHAVIOR OF COMPOSITE FRAME WITH SRC COLUMNS AND STEEL BEAM[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 111-114,110. doi: 10.13204/j.gyjz201009028
Li Fengge, Zhao Gentian. STUDY ON SEISMIC BEHAVIOR OF COMPOSITE FRAME WITH SRC COLUMNS AND STEEL BEAM[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 111-114,110. doi: 10.13204/j.gyjz201009028
Citation:
Li Fengge, Zhao Gentian. STUDY ON SEISMIC BEHAVIOR OF COMPOSITE FRAME WITH SRC COLUMNS AND STEEL BEAM[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 111-114,110. doi: 10.13204/j.gyjz201009028
Based on experiment of two pieces of frames with SRC columns and steel beam umder low-reversed cyclic loading,hysteresis behavior,ductility,energy dissipation and rigidity degeneration are studied. The ultimate loading capacity of the composite frame is calculated,by the provisions in JGJ 1382001 Technical Specification for Steel Reinforced Concrete Composite Structures and YB 90822006 Technical Specification of Steel-Reinforced Concrete Structures. The study results show that the frame with SRC columns and steel beam has better seismic performance and accurate results can be got by the methods of the two specifications.
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