A Comparison of seismic behavior between specially shaped and rectangular cross section column frame structure
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    Abstract:

    In order to research the seismic behavior of specially shaped columns frame structure of L-shape,this paper establishes specially shaped and same stiffness rectangular column frame structure model based on an actual project.This paper used PKPM software to calculate the models of elastic and elastic-plastic behavior and to get the elastic displacement,tensional coefficient and the collapse of the performance of the structures.The results showed that specially shaped columns frame structure of L-shape had a good seismic behavior under 7 degrees(0.15g) ground,also were better than the rectangular column frame structure seismic behavior.

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SHANG Jun. A Comparison of seismic behavior between specially shaped and rectangular cross section column frame structure[J].,2013,30(3):34-37

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History
  • Received:November 30,2012
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  • Online: January 12,2015
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