THE ULTIMATE STRENGTH OF THE STEEL BEAM-COLUMN (Part 4)
Author:
Affiliation:
1. Univ. of Tokyo
Publisher
Architectural Institute of Japan
Link
https://www.jstage.jst.go.jp/article/aijsaxx/151/0/151_KJ00003750519/_pdf
Cited by 11 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. EXPERIMENTAL STUDY ON SHALLOW H-SHAPED STEEL COLUMN UNDER COMPRESSIVE AXIAL FORCE WITH ONE END BENDING MOMENT;Journal of Structural and Construction Engineering (Transactions of AIJ);2021-06-30
2. Monotonic and hysteretic model for H-shaped beams incorporating deterioration behavior owing to the local buckling;Thin-Walled Structures;2020-12
3. EXPERIMENTAL STUDY ON SQUARE STEEL TUBULAR COLUMNS UNDER COMPRESSIVE AXIAL FORCE WITH BIAXIAL BENDING MOMENT;Journal of Structural and Construction Engineering (Transactions of AIJ);2020
4. NUMERICAL MODEL FOR DETERIORATION BEHAVIOR CAUSED BY LOCAL BUCKLING OF COLD PRESS-FORMED SQUARE HOLLOW SECTION COLUMNS;Journal of Structural and Construction Engineering (Transactions of AIJ);2019
5. Effect of Column Base Behavior on Seismic Performance of Multi-Story Steel Moment Resisting Frames;International Journal of Structural Stability and Dynamics;2018-12-20
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