邵建华),(顾强),(申永康). 多层钢板剪力墙水平荷载作用下结构性能的有限元分析[J]. (工程力学), 2008,25(6):140―145. Shao Jianhua, Gu Qiang, Shen Yongkang. Finite element analysis for performance of multi-storey steel plate shear walls subjected to horizontal load [J]. Engineering Mechanics,2008,25(6): 140―145. (in Chinese
[2]
刘峰),(王鑫伟). 等曲率井中有重钻柱屈曲的非线性有限元分析[J]. (力学学报), 2005,37(5):595―599. Liu Feng, Wang Xinwei. Nonlinear finite element buckling analysis of tubing with weight in constant- curvature wells [J]. Chinese Journal of Theoretical and Applied Mechanics,2005,37(5): 595―599. (in Chinese
[3]
马歆),(陈西南),(郑津洋),(孙国有) 复杂薄壁箱形结构强度数值模拟及试验验证[J]. 机械工程学报,2006, 42(7): 211―216. Ma Xin, Chen Xinan, Zheng Jinyang, Sun Guoyou. Numerical simulation and experimental validation on complex thin-walled structures under internal pressure load [J]. Chinese Journal of Mechanical,2006,42(7): 211―216. (in Chinese
[4]
Ma Hongwei, Cheng Guoqiang, Zhang Shanyuan, Yang Guitong. Experimental studies on dynamic plastic buckling of circular cylindrical shells under axial impact [J]. Acta Mechannica Sinia, 1999,15(3):275―282.
[5]
Fan Qinshan, Yam L H, Chen Wen, Chen Zhengxin. An experimental study on post-buckling behavior of slender column with fiber reinforced composite material [J]. Acta Mechannica Solida Sinia, 1996,9(2):184―188.
[6]
高轩能). 钢梁腹板弹塑性屈曲强度的试验研究[J]. (工程力学), 2000,17(5):52―57. Gao Xuanneng. Experimental study on elastoplastic buckling strength of web in i-section girder [J]. Engineering Mechanics,2000,17(5): 52―57. (in Chinese
[7]
周承倜)薄壳弹塑性稳定性理论[M]. 北京: 国防工业出版社, 1979: 15―56. Zhou Chengti. Elastic-plastic shell stability theory [M]. Beijing: National Defence Industrial Press, 1979: 15―56. (in Chinese
[8]
任润田). 焊接结构板件屈曲后承载力研究[D]. 西安: 西安建筑科技大学, 2006.
[9]
Ren Runtian. The ultimate bearing capacity of plates in steel structure [D]. Xi？an: Xi？an University of Architecture and Technology, 2006.(in Chinese)
[10]
许强). 薄壁曲梁线弹性理论和弹塑性稳定极限承载能力分析[D]. 浙江: 浙江大学, 2006.
[11]
Xu Qiang. Linear elastic theory and ultimate load carring capacity analysis of thin-walled curved beams [D]. Zhejiang: Zhejiang University, 2006.(in Chinese)
[12]
吴洪飞),(苑世剑),(王仲仁). 初始缺陷和比例加载路径对圆柱壳弹塑性稳定性的影响[J]. (机械工程学报), 2003,39(2):53―57. Wu Hongfei, Yuan Shijian, Wang Zhongren. Effects of initial imperfection and proportional load path on elastoplastic stability of cylindrical shell [J]. Chinese Journal of Theoretical and Applied Mechanics,2003,39(2): 53―57. (in Chinese
[13]
康孝先),(强士中). 初始缺陷对板钢结构极限承载力的影响分析[J]. (工程力学), 2009,26(6):105―110. Kang Xiaoxian, Qiang Shizhong. Effects of initial imperfections on the ultimate capacity of steel plated structures [J]. Engineering Mechanics,2009,26(6): 105―110. (in Chinese
[14]
江泽民). 对中国能源问题的思考[J]. (上海交通大学学报), 2008,429(3):345―359. Jiang Zemin. Reflection on energy issues in China [J]. Journal of Shanghai Jiaotong University,2008,42(3): 345―359. (in Chinese
[15]
张毅),(刘文奇),(赵久文). 汽缸的稳定性计算[J]. (汽轮机技术), 1996,38(1):35―38. Zhang Yi, Liu Wenqi, Zhao Jiuwen. Stability analysis of cylinder [J]. Turbine Technology,1996,38(1): 35―38. (in Chinese
[16]
魏先英),(高树强),(余耀),(陈婴). 汽轮机高压缸的稳定性分析[J]. (汽轮机技术), 1990,32(1):23―30. Wei Xianying, Gao Shuqiang, Yu Yao, Chen Ying. Stability analysis of high-pressure cylinder of steam turbine [J]. Turbine Technology,1990,32(1): 23―30. (in Chinese
[17]
蒋凤昌),(朱慈勉),(薛剑盛),(姜晔). Γ形框架对初始缺陷敏感性的非线性屈曲分析[J]. (建筑科学), 2007,23(5):11―14. Jiang Fengchang, Zhu Cimian, Xue Jiansheng, Jiang Ye. Nonlinear buckling analysis of the Γ-shaped frame for initial flaws sensitivity [J]. Building Science,2007,23(5): 11―14. (in Chinese
