Experimental study on simply supported reinforced concrete after fire
Aiming to provide reliable parameter basis for reinforcement and repairation of post-disaster design calculation and analysis,we conducted asimply-supported beam fire test and static load experiment.Respectively on the basis of experimental data,using graphic method,standard algorithm and the width of the folding subtraction,determine the equivalent stiffness beam after fire and the damage degree of mechanical properties.The specification of the experimental steps and the scientific calculation method provides guarantee for the accuracy of the final results.
reinforcement after a disaster stiffness damage
Han Xiao Zhao Dongfu You Zuokai
Beijing Institute of Civil Engineering and Architecture,China
国际会议
西安
英文
383-386
2013-07-27（万方平台首次上网日期，不代表论文的发表时间）