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Volume 43 Issue 4
Dec.  2014
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Article Contents
Li Yanyan, Wang Meng, Zhang Jianxin, Liu Kun. EFFECT OF AXIAL COMPRESSION RATIO ON SEISMIC BEHAVIOR OF SPECIALLY SHAPED COLUMNS WITH HIGH STRENGTH STEEL BARS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 62-65. doi: 10.13204/j.gyjz201304013
Citation: Li Yanyan, Wang Meng, Zhang Jianxin, Liu Kun. EFFECT OF AXIAL COMPRESSION RATIO ON SEISMIC BEHAVIOR OF SPECIALLY SHAPED COLUMNS WITH HIGH STRENGTH STEEL BARS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 62-65. doi: 10.13204/j.gyjz201304013

EFFECT OF AXIAL COMPRESSION RATIO ON SEISMIC BEHAVIOR OF SPECIALLY SHAPED COLUMNS WITH HIGH STRENGTH STEEL BARS

doi: 10.13204/j.gyjz201304013
  • Received Date: 2012-06-25
  • Publish Date: 2013-04-20
  • Based on the low cyclic loading experiments on specially shaped columns, it was compared that the results in terms of damage characteristic, bearing capacity, displacement and ductility, hysteretic characteristic, skeleton curve, rigidity degradation and energy dissipation.The effect of axial compression ratios on seismic behavior of specially shaped column with high strength steel bar was analyzed.It was shown that the axial compression ratio had greater influence on seismic behavior of specially shaped column with high strength steel bar.With the decrease of axial compression ratio, the deformation capacity of specially shaped column with high strength steel bar was enhanced, the ductility and hysteretic characteristic was improved and the rigidity degradation becomes slow.The bearing capacity of specially shaped column with high strength steel bar was enhanced with the increase of axial compression ratio.
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