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《结构与土木工程前沿(英文)》 >> 2020年 第14卷 第4期 doi: 10.1007/s11709-020-0637-0
Novel empirical model for predicting residual flexural capacity of corroded steel reinforced concrete beam
. Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China.. School of Civil Engineering, Central South University, Changsha 410075, China.. School of Civil and Environmental Engineering, University of Technology Sydney, NSW 2007, Australia
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