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
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
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.
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
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