Zhao Junzhao, Chen Wujun, Fu Gongyi, Li Ruixiong. THE METHOD OF SOLVING UNSTABLE EQUILIBRIUM STATES OF CABLE-NET STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 110-115. doi: 10.13204/j.gyjz201111024
Citation:
Wang Juan, Zhao Junhai, Liu Qi, Li Yan. AXIAL BEARING CAPACITY OF STEEL REINFORCED CONCRETE SHORT COLUMN WITH DOUBLE CIRCULAR STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 151-154. doi: 10.13204/j.gyjz2001407031
Zhao Junzhao, Chen Wujun, Fu Gongyi, Li Ruixiong. THE METHOD OF SOLVING UNSTABLE EQUILIBRIUM STATES OF CABLE-NET STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 110-115. doi: 10.13204/j.gyjz201111024
Citation:
Wang Juan, Zhao Junhai, Liu Qi, Li Yan. AXIAL BEARING CAPACITY OF STEEL REINFORCED CONCRETE SHORT COLUMN WITH DOUBLE CIRCULAR STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 151-154. doi: 10.13204/j.gyjz2001407031
Based on the twin shear unified strength theory，it was analyzed the condition of load for the steel tube and
the core-concrete under tri-axial compression，the formula of axial bearing capacity of steel reinforced concrete short
column with double circular steel tubes was established whose influencing factors were analyzed． By the comparison
between the results calculated by the formula and the test results，it shows good agreement． Meanwhile，applying the
formula in this paper to an engineering example，higher accuracy can be found in this calculation than the results in
relevant documents by the comparison between them and the finite element analysis results．
Zhao Junzhao, Chen Wujun, Fu Gongyi, Li Ruixiong. THE METHOD OF SOLVING UNSTABLE EQUILIBRIUM STATES OF CABLE-NET STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 110-115. doi: 10.13204/j.gyjz201111024
Zhao Junzhao, Chen Wujun, Fu Gongyi, Li Ruixiong. THE METHOD OF SOLVING UNSTABLE EQUILIBRIUM STATES OF CABLE-NET STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 110-115. doi: 10.13204/j.gyjz201111024
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