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Volume 40 Issue 5
Dec.  2014
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Article Contents
Chu Liusheng, Bai Guoliang, Zhao Gengqi, Zhang Junfeng. RESEARCH ON COOPERATIVE BEARING PERFORMANCE OF SRC FRAME-RC CORE WALL HYBRID STRUCTURE IN HIGH SEISMIC INTENSITY REGION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 7-12,38. doi: 10.13204/j.gyjz201005001
Citation: Chu Liusheng, Bai Guoliang, Zhao Gengqi, Zhang Junfeng. RESEARCH ON COOPERATIVE BEARING PERFORMANCE OF SRC FRAME-RC CORE WALL HYBRID STRUCTURE IN HIGH SEISMIC INTENSITY REGION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 7-12,38. doi: 10.13204/j.gyjz201005001

RESEARCH ON COOPERATIVE BEARING PERFORMANCE OF SRC FRAME-RC CORE WALL HYBRID STRUCTURE IN HIGH SEISMIC INTENSITY REGION

doi: 10.13204/j.gyjz201005001
  • Received Date: 2009-07-20
  • Publish Date: 2010-05-20
  • SRC frame-RC core wall hybrid structure exhibits good aseismic performance. A parametric model is established for hybrid structures with various stiffness characteristic value and core tube aspect ratio H/b selected as parameters. Cooperative bearing performance of hybrid structure in high seismic intensity region is stuided by nonlinear static analysis method,including distribution and redistribution rules of horizontal shear and overturning moment etc. Based on the aforementioned research,some suggestions on design controlling index of shear force sharing rate of outer frame are proposed.
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