正文
《结构与土木工程前沿(英文)》 >> 2008年 第2卷 第2期 doi: 10.1007/s11709-008-0014-x
Parametric analysis and design equation of ultimate capacity for unstiffened overlapped CHS K-joints
College of Civil Engineering, Tongji University;
摘要
关键词
regression analysis ; consistent ; unstiffened ; plasticity ; overlapped
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