The study was carried out to further investigate the simply supported reinforced concrete beam strengthened by external prestressing through experiment and theory analysis.
本文以试验梁为研究对象，采用试验与理论相结合的方法，对体外预应力加固简支梁进行了较深入的研究。
The experiment results prove that the stiffness and the ultimate strength of the steel-concrete composite box beam are increased by 54.15 % and 27.72 %, respectively, through using external tendons.
试验证实，体外索钢箱-混凝土组合梁比普通的钢箱-混凝土组合梁的刚度提高54.15%，极限强度提高27.72%。
The seismic behavior of steel reinforced concrete (SRC) frames with reduced beam sections is investigated through a cyclic loading experiment and its analysis for a model of 2-bay, 3-story SRC frame.
为了研究翼缘削弱的型钢混凝土框架的抗震性能，对一榀两跨三层型钢混凝土框架模型进行了低周反复荷载试验。
These compromise the reality of the result. This dissertation studies on the bond behavior between steel bars and concrete through beam model experiment.
本文采用与构件实际受力状态更为接近的梁式试验来对钢筋与混凝土之间的粘结性能进行研究。
These compromise the reality of the result. This dissertation studies on the bond behavior between steel bars and concrete through beam model experiment.
本文采用与构件实际受力状态更为接近的梁式试验来对钢筋与混凝土之间的粘结性能进行研究。
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