韩明岚, 王燕. 梁翼缘削弱型节点钢框架柱弹性稳定分析[J]. 工程力学, 2012, 29(8): 255―261. Han Minglan, Wang Yan. Elastic stability analysis of column in steel frames with reduced beam section connections [J]. Engineering Mechanics, 2012, 29(8): 255―261. (in Chinese)
[2]
田炜烽, 郝际平, 丁戈, 付磊. 任意分布轴力作用下框架柱弹性稳定的实用解法[J]. 工程力学, 2012, 29(2): 74―80. Tian Weifeng, Hao Jiping, Ding Ge, Fu Lei. A practical method for the elastic stability of frame column under random distribution axial force [J]. Engineering Mechanics, 2012, 29(2): 74―80. (in Chinese)
[3]
田炜烽, 郝际平, 樊春雷, 吴元莅. 无侧移变轴力框架柱稳定性的等效力法[J]. 工程力学, 2012, 29(11): 212―220. Tian Weifeng, Hao Jiping, Fan Chunlei, Wu Yuanli. Equivalent force method for the stability of non-sway frame column with varying axial force [J]. Engineering Mechanics, 2012, 29(11): 212―220. (in Chinese)
[4]
DB62/T25-3041-2009, 钢管混凝土结构技术规程[S]. 兰州: 甘肃省建设厅, 2009. DB62/T25-3041-2009, Technical specification for concrete-filled steel tubular structures [S]. Lanzhou: Gansu Construction Bureau, 2009. (in Chinese)
[5]
尧国皇, 孙占琦, 孙素文, 潘东辉, 赵群昌. 某超高层钢管混凝土框架-核心筒结构的整体稳定性分析[J]. 钢结构, 2010, 25(6): 35―38. Yao Guohuang, Sun Zhanqi, Sun Suwen, Pan Donghui, Zhao Qunchang. The whole stability analysis of a high-rise CFT frame-tube structure [J]. Steel Construction, 2010, 25(6): 35―38. (in Chinese)
[6]
张建军, 刘琼祥, 郭满良, 刘臣, 杨德喜, 彭德昭. 深圳大运中心体育场空间钢结构杆件计算长度研究[J]. 建筑结构学报, 2011, 32 (5): 63―69. Zhang Jianjun, Liu Qiongxiang, Guo Manliang, Liu Chen, Yang Dexi, Peng Dezhao. Research on effective length of bar of space steel structure of the Shenzhen Universidad Sports Center [J]. Journal of Building Structures, 2011, 32(5): 63―69. (in Chinese)
[7]
王文达, 韩林海, 陶忠. 钢管混凝土框架柱计算长度研究初探[J]. 哈尔滨工业大学学报, 2005, 37(增刊2): 167―170. Wang Wenda, Han linhai, Tao Zhong. Research on effective length of concrete filled steel tubular planar frame columns [J]. Journal of Harbin Institute of Technology, 2005, 37(Suppl2): 167―170. (in Chinese)
[8]
王静峰, 李国强. 无侧移半刚性连接组合框架的稳定分析: (I)柱的有效长度系数方程[J]. 力学季刊, 2006, 27(3): 481―488. Wang Jingfeng, Li Guoqiang. Stability analysis for non-sway composite frames with semi-rigid joints: Part I. Equation of column effective length factor [J]. Chinese Quarterly of Mechanics, 2006, 27(3): 481―488. (in Chinese)
韩林海. 钢管混凝土结构-理论与实践 [M]. 第2版. 北京: 科学出版社, 2007: 72―73. Han Linhai. Concrete filled steel tubular structure-theory and practice [M]. 2nd ed. Beijing: Science Press, 2007: 72―73. (in Chinese)
[11]
陈骥. 钢结构稳定理论与设计[M]. 北京: 科学出版社, 2008: 138―143. Chen Ji. Stability of steel structures theory and design [M]. Beijing: Science Press, 2008: 138―143. (in Chinese)
[12]
GB 50017-2003, 钢结构设计规范[S]. 北京: 中国计划出版社, 2003. GB 50017-2003, Code for design of steel structures [S]. Beijing: China Plane Press, 2003. (in Chinese)
[13]
Tong G S, Wang J P. Column effective length considering inter-story and inter-column interactions in sway-permitted frames [J]. Journal of Constructional Steel Research, 2006, 62(5): 413―423.
童根树, 翁赟. 考虑剪切变形影响的框架柱弹性稳定[J]. 工程力学, 2008, 25(12): 171―178. Tong Genshu, Weng Yun. The elastic buckling of frame columns considering the effect of the shear deformations [J]. Engineering Mechanics, 2008, 25(12): 171―178. (in Chinese)
[16]
王燕, 刘慧, 郁有升. 无侧移半刚接钢框架柱考虑剪切变形影响的计算长度系数研究[J]. 工程力学, 2008, 25(11): 122―127. Wang Yan, Liu Hui, Yu Yousheng. Effective length factor of columns in semi-rigid jointed and braced frames with consideration of shear effects [J]. Engineering Mechanics, 2008, 25(11): 122―127. (in Chinese)
