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Zhao Shichun. INVESTIGATION ON THE SEISMIC PERFORMANCE OF OPEN-WEB TRUSSED STEEL REINFORCED CONCRETE COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 93-95,76. doi: 10.13204/j.gyjz200702023
Citation: Zhao Shichun. INVESTIGATION ON THE SEISMIC PERFORMANCE OF OPEN-WEB TRUSSED STEEL REINFORCED CONCRETE COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 93-95,76. doi: 10.13204/j.gyjz200702023

INVESTIGATION ON THE SEISMIC PERFORMANCE OF OPEN-WEB TRUSSED STEEL REINFORCED CONCRETE COLUMN

doi: 10.13204/j.gyjz200702023
  • Received Date: 2006-08-10
  • Publish Date: 2007-02-20
  • In order to study the seismic behaviors and the design method of trussed steel reinforced concrete column , 5 open-web trussed steel reinforced concrete columns and 2 reinforced concrete columns be tested to failure under cyclic-loading. Results of experiment and analysis show that open-web trussed steel reinforced concrete columns have relatively good behavior of ductility and energy dissipation. By comparing to the reinforced concrete columns and using the relevant rules given in the Chinese current design codes, the suggestions on designing the open-web trussed steel reinforced concrete column are given.
  • GB 50010-2002.混凝土结构设计规范[S].
    JGJ 138-2001.型钢混凝土组合结构技术规程[S].
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      沈阳化工大学材料科学与工程学院 沈阳 110142

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