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Shi Yanfeng, Wei Hong, Xu Donghan, Luo Junhui. SEISMIC RESPONSE ANALYSIS OF THE CONTAINMENT OF A NUCLEAR POWER STATION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 84-87. doi: 10.13204/j.gyjz201106018
Citation: Yao Qianfeng, Yu Xiaofeng, Zhang yin. ANALYSES OF MECHANICAL BEHAVIORS OF COMBINATIONAL MULTI-RIBBED COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 67-71. doi: 10.13204/j.gyjz200904016

ANALYSES OF MECHANICAL BEHAVIORS OF COMBINATIONAL MULTI-RIBBED COMPOSITE WALL

doi: 10.13204/j.gyjz200904016
  • Received Date: 2008-03-26
  • Publish Date: 2009-04-20
  • Based on the previous studies on the subject and by researching on the test of a 1/2-scaled combinational multi-ribbed composite wall under low-cyclic reversed horizontal load in contrast with a standard wall,we are devoted to fulfilling the following points on the combinational wall in this paper: studying the main failure patterns;discussing the mechanical behaviors such as bearing capacity,hysteretic loop and so on,finally giving the formulas of rigidity and shear-bearing capacity.Experiment and theoretic research show: that the value of the shear-bearing capacity formula approximates to the experimental result,and can be applied to practical projects.
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    [2] 田英侠.密肋复合墙板受力性能试验研究与理论分析[D].西安:西安建筑科技大学,2002:41-53;
    [3] 黄炜,姚谦峰,章宇明,等.内填砌体的密肋复合墙体极限承载力计算[J].土木工程学报,2006(3):68-75;
    [4] 黄炜,姚谦峰,丁永刚,等.新型复合墙体的有限元建模技术研究[J].工业建筑,2005,35(11):43-46.
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