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《结构与土木工程前沿(英文)》 >> 2010年 第4卷 第3期 doi: 10.1007/s11709-010-0087-1
Cyclic responses of three 2-story seismic concentrically braced frames
1.Department of Civil Engineering, Taiwan University, Taipei, China; 2.National Center for Research on Earthquake Engineering, Taipei, China;
摘要
关键词
concentrically braced frame (CBF) ; full-scale test ; finite element (FE) analysis ; flexural buckling ; local buckling
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