Li Qingning, Zheng Xianchao, Jiang Weishan, Pan Shubin. SEISMIC ANALYSIS OF ASSEMBLED MONOLITHIC CONCRETE COLUMNS ENCASED BY STEEL PLATE HOOP AND JOINTED BY BOLT TENDONS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 46-51. doi: 10.13204/j.gyjz201406012
Citation:
Li Qingning, Zheng Xianchao, Jiang Weishan, Pan Shubin. SEISMIC ANALYSIS OF ASSEMBLED MONOLITHIC CONCRETE COLUMNS ENCASED BY STEEL PLATE HOOP AND JOINTED BY BOLT TENDONS[J]. INDUSTRIAL CONSTRUCTION , 2014, 44(06): 46-51. doi: 10.13204/j.gyjz201406012
Li Qingning, Zheng Xianchao, Jiang Weishan, Pan Shubin. SEISMIC ANALYSIS OF ASSEMBLED MONOLITHIC CONCRETE COLUMNS ENCASED BY STEEL PLATE HOOP AND JOINTED BY BOLT TENDONS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 46-51. doi: 10.13204/j.gyjz201406012
Citation:
Li Qingning, Zheng Xianchao, Jiang Weishan, Pan Shubin. SEISMIC ANALYSIS OF ASSEMBLED MONOLITHIC CONCRETE COLUMNS ENCASED BY STEEL PLATE HOOP AND JOINTED BY BOLT TENDONS[J]. INDUSTRIAL CONSTRUCTION , 2014, 44(06): 46-51. doi: 10.13204/j.gyjz201406012
SEISMIC ANALYSIS OF ASSEMBLED MONOLITHIC CONCRETE COLUMNS ENCASED BY STEEL PLATE HOOP AND JOINTED BY BOLT TENDONS
Abstract
Experiments of two assembled connecting columns and two cast-in-place column models under low cyclic
loading and different axial compressive forces are carried out. The result testified that the anti-seismic property of this
measure is not worse than the monotonic specimens and can substitute for the monotonic columns in practice. The
finite element software ANSYS is used to verify the experimental result of the specimens. By the research on the
mechanical characteristics of new connecting columns,the effects of related parameters on the seismic performance of
the assembly column are summarized on the basis of numerical simulations. The proposals were put forward on
practical engineering applications.
References
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