Publisher： Trans Tech Publications
E-ISSN： 1662-8985|2014|1079|177-182
ISSN： 1022-6680
Source： Advanced Materials Research, Vol.2014, Iss.1079, 2015-02, pp. : 177-182
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Abstract
In order to study the performance of concrete frame columns that reinforcedby assembleinclined web steel truss, with the same reciprocatinghorizontal displacement and different axialcompression.It canbe calculate the mechanical behavior of concrete frame columns and reinforced columns by using the finite element analysis software ABAQUS. Simulation analysis shows that the bearing capacity ofreinforced columnshas greatly increased andpresented a full hysteresis curve. The result shows that the reinforcement method of assemble inclined web steel truss can greatly improve the bearing capacity and ductility of the concrete frame column, and the axial compression is larger, the better the reinforcement effect.
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