Abstract:To prevent re-damage caused by the inadequate reinforcement of post-earthquake construction projects, provide reasonable suggestions for reinforcement and repair projects, and promote the smooth performance of post-earthquake disaster relief work, in this paper, we present our research on the reinforcement and repair methods used to address concrete defects in post-earthquake construction projects. First, we arranged concrete beam and concrete column specimens for testing and conducted cyclic load tests of these specimens using two types of reinforcement methods:carbon-fiber-reinforced polymer (CFRP) and enveloped steel. Then, based on the hysteretic curves, skeleton curves, ductility, and energy dissipation of the concrete beam specimens, we analyzed their seismic performances after they had undergone different reinforcement and repair methods. Lastly, based on the ductility, energy dissipation, stiffness degradation, and load-bearing degradation of the concrete column specimens, we analyzed their seismic performances after they had undergone different repair and reinforcement methods. The test results show that a high reinforcement ratio can improve the hysteretic characteristics of concrete beams, concrete beams strengthened with enveloped steel exhibit high hysteretic saturation and little energy consumption, and beams strengthened with CFRP can restrict loading displacement from 10 mm to 30 mm. Strengthening the CFRP can improve the ductility of concrete columns, and strengthening enveloped steel can restrain the degradation of stiffness and bearing capacity of these columns. The test results verify that CFRP reinforcement can improve the ductility of concrete structures in post-earthquake construction projects, and enveloped steel reinforcement can restrain the degradation of stiffness and bearing capacity of concrete structures.