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SHAO Yong-song, ZHANG Yun-long, YI Jia-bin. Seismic Behavior of Semi-rigid Connection Steel Frame Based on Variable Cross-Section Braces[J]. Journal of Beijing University of Technology, 2014, 40(8): 1134-1143. DOI: 10.3969/j.issn.0254-0037.2014.08.003
Citation: SHAO Yong-song, ZHANG Yun-long, YI Jia-bin. Seismic Behavior of Semi-rigid Connection Steel Frame Based on Variable Cross-Section Braces[J]. Journal of Beijing University of Technology, 2014, 40(8): 1134-1143. DOI: 10.3969/j.issn.0254-0037.2014.08.003
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Seismic Behavior of Semi-rigid Connection Steel Frame Based on Variable Cross-Section Braces

  • School of Civil Engineering,Harbin Institute of Technology, Harbin 150090, China

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  • Received Date: July 09, 2013
  • Available Online: January 10, 2023
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    • Abstract
  • To further study the seismic performance of steel frame systems, this paper proposes a variable cross-section-based steel frame system with semi-rigid connections, which is based on the forces acting on struts and beam-column-joint connections in steel structural engineering. First, the hysteretic behavior of the variable cross-section brace was examined by a seudo-static test. Second, the loadings of the pseudostatic test were compared with the results of ANSYS finite element analysis. Finally, the seismic performance of the system was investigated by times-history finite element simulation.Resultsshow that the seismic performance of the variable cross-section-based steel frame with semi-rigid connections is fine.
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    • References (8)
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