Study on“Strong Column—Weak Beam"Failure Mode of Composite FrameComposed of SRC Columns and Steel Beams

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Study on“Strong Column—Weak Beam"Failure Mode of Composite FrameComposed of SRC Columns and Steel Beams

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[1]CHU Liusheng,GAO Danying,ZHAO Gengqi.Study on“Strong Column—Weak Beam"Failure Mode of Composite FrameComposed of SRC Columns and Steel Beams[J].Journal of Zhengzhou University (Engineering Science),2009,30(04):26-29,34.

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Journal of Zhengzhou University (Engineering Science)[ISSN 1671-6833/CN 41-1339/T] Volume: 30卷 Number of periods: 2009年04期 Page number: 26-29,34 Column: Public date: 1900-01-01

Title:: Study on“Strong Column—Weak Beam"Failure Mode of Composite FrameComposed of SRC Columns and Steel Beams

Author(s):: CHU Liusheng; GAO Danying; ZHAO Gengqi; 1．School of Civil Engineering，Zhengzhou University，Zhengzhou 450001，China；School of Environment and Water Conservan—cy Engineering，Zhengzhou University，Zhengzhou 450001，China

Keywords:: omposite flame composed of steel beams and SRC columns; strong column—weak beam; failuremechanism

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Abstract:: Based on the result of shaking table test and Pushover analysis of SRC frame，the problem thatstrong column—weak beam failure mechanism is difficult to realize in practical composite flame is studied fromtwo aspects：the regulations incoordination on strong column—weak beam between reinforced concrete flameand steel frame and the seismic properties difference between steel beam and SRC column，basic defect anddeficiency of norm provision on internal force adjustment is demonstrated．Suggestions about internal force ad—justment coefficient for strong column-weak beam realization of composite flame and the imulation of SRCmembers are proposed．

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Last Update: 1900-01-01