LOCAL BUCKLING BEHAVIORS OF HOT-ROLLED AND COLD-ROLLED STEEL SQUARE PIPES
Author:
Affiliation:
1. School of Eng., the Univ. of Tokyo
2. The Univ. of Tokyo
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/62/493/62_KJ00004107058/_pdf
Reference1 articles.
Cited by 5 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Analytical formulation for the deformations of I-shapes and RHS at the plastic strain ultimate limit state;Journal of Constructional Steel Research;2008-10
2. FRACTURE OF BEAM-TO-COLUMN CONNECTIONS SIMULATED BY FULL-SCALE SHAKING TABLE TEST AND EVALUATION OF DEFORMATION CAPACITY;Journal of Structural and Construction Engineering (Transactions of AIJ);2002
3. STRENGTH AND ROTATION CAPACITY OF SHS BEAM-COLUMNS;Journal of Structural and Construction Engineering (Transactions of AIJ);1998
4. STRENGTH OF SQUARE STEEL TUBULAR BEAM-COLUMNS UNDER CONSTANT VERTICAL AND HORIZONTAL LOADS;Journal of Structural and Construction Engineering (Transactions of AIJ);1998
5. BRITTLE FRACTURE OF HOT-ROLLED AND COLD-ROLLED STEEL SQUARE PIPES;Journal of Structural and Construction Engineering (Transactions of AIJ);1997
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