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Volume 36 Issue 12
Dec.  2014
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Meng Huanling, Shen Pusheng. INFLUENCE OF MAIN FRAME BEAM-COLUMN ARRANGEMENT ON BEHAVIORS OF MEGA-FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 34-36,64. doi: 10.13204/j.gyjz200612010
Citation: Meng Huanling, Shen Pusheng. INFLUENCE OF MAIN FRAME BEAM-COLUMN ARRANGEMENT ON BEHAVIORS OF MEGA-FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 34-36,64. doi: 10.13204/j.gyjz200612010

INFLUENCE OF MAIN FRAME BEAM-COLUMN ARRANGEMENT ON BEHAVIORS OF MEGA-FRAME STRUCTURES

doi: 10.13204/j.gyjz200612010
  • Received Date: 2005-12-08
  • Publish Date: 2006-12-20
  • With the increase in use of mega-frame structures,the main frame beam-column reasonable arrangement becomes the key problem of a design.The results of a 24-story mega-frame structure with 4-span was calculated by the universal finite element program SAP 2000.At the condition of equal total section area of main frame beam-column,changing the size and number of main frame beam-column,the different structural free vibration periods,structural sways and structural moments were compared,the influence of main frame beam-column arrangement on behaviors of mega frame structures were discussed,and some reasonable suggestions were put forward to guide engineering practice.
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