Experimental Study of the Seismic Behavior of an Earthquake-Damaged Reinforced Concrete Frame Structure Retrofitted with Basalt Fiber-Reinforced Polymer

2013 ◽  
Vol 17 (6) ◽  
pp. 04013002 ◽  
Author(s):  
Gao Ma ◽  
Hui Li ◽  
Jian Wang
2012 ◽  
Vol 166-169 ◽  
pp. 172-175
Author(s):  
Chun Ming Wei ◽  
De Long Shao ◽  
Hui Su ◽  
Qiang Zhao

To investigate the effect of the horizontal construction joint on seismic behavior of the exterior joint of the reinforced concrete frame structure, the numerical simulation of the exterior joint with the construction joint under the low cyclic loading was done. The experimental results and the numerical simulation values were compared. Seen from the ultimate load, the experiment value is 158.7kN, the simulation value is 170kN, the relative error is about 11%.Further analysis of the exterior joint of reinforced concrete frame skeleton properties, the feasibility of applying unit construction joints is verified.


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