Jan. 2015

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References

Article Navigation > STEEL CONSTRUCTION(Chinese & English) > 2006 > 21(6): 88-91

[1]	Haixiao Chen, Genshu Tong. Flexural-Torsional Capacity of Beam-Columns Beam-Columns with Box Section[J]. STEEL CONSTRUCTION(Chinese & English), 2022, 37(9): 30-55. doi: 10.13206/j.gjgS22032603
[2]	ZHOU Jia, TONG Gen-shu. Flexural-Torsional Buckling Capacity of Beam-Columns with H-Section[J]. STEEL CONSTRUCTION(Chinese & English), 2022, 37(10): 1-23. doi: 10.13206/j.gjgS22041701
[3]	GAO Lei, WANG Jing-wen, BAI Lin-yue, LIU Hu. Research on the Influence of Residual Stress on the Stability of BS700 High Strength Steel Welding Box Section Columns Fabricated By Channel Sections[J]. STEEL CONSTRUCTION(Chinese & English), 2022, 37(11): 24-30. doi: 10.13206/j.gjgS22072601
[4]	TONG Ji, TONG Gen-shu. Flexural-Torsional Buckling of Concrete-Filled Multicellular Steel Tube Walls[J]. STEEL CONSTRUCTION(Chinese & English), 2022, 37(11): 1-23. doi: 10.13206/j.gjgS22070401
[5]	Lei Xu, Genshu Tong. Stability Capcity of Circular Steel Tube Beam-Columns Under Uniaxial Bendings[J]. STEEL CONSTRUCTION(Chinese & English), 2021, 36(9): 1-9. doi: 10.13206/j.gjgS20111601