Ban Huiyong, Shi Gang, Shi Yongjiu, Wang Yuanqing. A review on buckling design research of high strength steel equal-leg angle members under axial compression[J]. Sichuan Building Science, 2012, 38(2): 1―8. (in Chinese)
[2]
GB50017-2003, 钢结构设计规范[S]. 北京: 中国计划出版社, 2003.
[3]
GB50017-2003, Code for design of steel structures[S]. Beijing: China Planning Press, 2003 (in Chinese)
[4]
BS EN 1993-1-1, Eurocode 3: Design of steel structures: Part 1-1: General rules and rules for buildings[S]. 2005.
Ban Huiyong, Shi Gang, Xing Haijun, Li Maohua, Shi Yongjiu, Wang Yuanqing. Stability of Q420 high strength steel equal-leg angle members under axial compression (I): Experimental study on the residual stress[J]. China Civil Engineering Journal, 2010, 43(7): 14―21. (in Chinese)
Shi Gang, Shi Yongjiu, Wang Yuanqing. Analysis on overall buckling behaviour of ultra-high strength steel columns by ANSYS[J]. Journal of Jilin University: Engineering and Technology Edition, 2009, 39(1): 113―118. (in Chinese)
[10]
GB 50205-2001, Code for acceptance of construction quality of steel structures[S]. Beijing: China Planning Press, 2001. (in Chinese)
[11]
IABSE. Use and application of high-performance steels for steel structures[M]. Zurich: IABSE, 2005: 136―143.
[12]
Pocock G. High strength steel use in Australia, Japan and the US[J]. The Structural Engineer, 2006, 84(21): 27―30.
Shi Gang, Shi Yongjiu, Wang Yuanqing. Engineering application of ultra-high strength steel structures[J]. Progress in Steel Building Structures, 2008, 10(4): 32―38. (in Chinese)
Shi Gang, Ban Huiyong, Shi Yongjiu, Wang Yuanqing. Overview of research progress for high strength steel structures[J]. Engineering Mechanics, 2013, 30(1): 1―13. (in Chinese)
Qin Yongjian, Wang Dengke, Tang Qilian, et al. Research on adoption of high-strength steel Q420 in 500kV double-circuit transmission line tower[J]. Engineering Journal of Wuhan University, 2007, 40(Suppl): 200―203. (in Chinese)
[19]
Rasmussen K J R, Hancock G J. Tests of high strength steel columns[J]. Journal of Constructional Steel Research, 1995, 34(1): 27―52.
[20]
Usami T, Fukumoto Y. Local and overall buckling of welded box columns[J]. Journal of the Structural Division, 1982, 108(ST3): 525―542.
[21]
施刚, 班慧勇, Bijlaard F S K, 石永久, 王元清. 端部带约束的超高强度钢材受压构件整体稳定受力性能[J]. 土木工程学报, 2011, 44(10): 17―25.
[22]
Shi Gang, Ban Huiyong, Bijlaard F S K, Shi Yongjiu, Wang Yuanqing. Experimental study and finite element analysis on the overall buckling behavior of ultra-high strength steel compression members with end restraints[J]. China Civil Engineering Journal, 2011, 44(10): 17―25. (in Chinese)
Ban Huiyong, Shi Gang, Shi Yongjiu, Wang Yuanqing. Overall buckling behavior of Q460 high strength steel welded box section columns[J]. Journal of Building Structures, 2013, 34(1): 22―29. (in Chinese)
Ban Huiyong, Shi Gang, Shi Yongjiu, Wang Yuanqing. Experimental and numerical investigation on the overall buckling behavior of Q460 high strength steel welded I-section columns[J]. China Civil Engineering Journal, 2013, 46(2): 1―9. (in Chinese)
Ban Huiyong, Shi Gang, Shi Yongjiu. Overall buckling behavior of 960MPa high strength steel welded section columns subjected to axial compression[J]. Journal of Building Structures, 2014, 35(1): 118―126. (in Chinese)
Ban Huiyong, Shi Gang, Liu Zhao, Shi Yongjiu, Wang Yuanqing, Xing Haijun, Li Maohua. Experimental study on overall buckling behavior of Q420 high strength equal angle members under axial compression[J]. Journal of Building Structures, 2011, 32(2): 60―67. (in Chinese)
Ta Yanyan. Theoretical and Experimental Study on Integral Stability of High Strength (Q460) Angle Bars to Axial Compression[D]. Xi’an: Xi’an University of Architecture and Technology, 2009. (in Chinese)
[33]
孟路希. Q460等边角钢稳定承载力的试验研究[D]. 重庆: 重庆大学, 2009.
[34]
Meng Luxi. Experiments and Investigation on the Bearing Capacity and Stability of Q460 Equilateral-Angle Steel[D]. Chongqing; Chongqing University, 2009. (in Chinese)
Shi Gang, Shi Yongjiu, Wang Yuanqing. Finite element analysis on overall buckling of ultra-high strength steel welded box section columns under axial compression[J]. Journal of Shenyang Jianzhu University (Natural Science), 2009, 25(2): 255―261. (in Chinese)
[38]
班慧勇. 高强度钢材轴心受压构件整体稳定性能与设计方法研究[D]. 北京: 清华大学, 2012.
[39]
Ban Huiyong. Research on the overall buckling behavior and design method of high strength steel columns under axial compression[D]. Beijing: Tsinghua University, 2012. (in Chinese)
[40]
GB/T 706-2008, 热轧型钢[S]. 北京: 中国标准出版社, 2008.
[41]
GB/T 706-2008, Hot rolled section steel[S]. Beijing: Standards Press of China, 2008. (in Chinese)
[42]
GB/T 1591-2008, 低合金高强度结构钢[S]. 北京: 中国标准出版社, 2009.
[43]
GB/T 1591-2008, High strength low alloy structural steels[S]. Beijing: Standards Press of China, 2009. (in Chinese)
Ban Huiyong, Shi Gang, Shi Yongjiu, Wang Yuanqing. Research advances on mechanical properties of high strength structural steels[J]. Building Structure, 2013, 43(2): 88―94. (in Chinese)
[47]
Rasmussen K J R. Design of angle columns with locally unstable legs[J]. Journal of Structural Engineering, 2005, 131(10): 1553―1560.
Shi Gang, Liu Zhao, Ban Huiyong, Zhang Yong, Shi Yongjiu, Wang Yuanqing. Experimental study on the local buckling of high strength steel equal angles under axial compression[J]. Engineering Mechanics, 2011, 28(7): 45―52. (in Chinese)
