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水平弹性支承拱的稳定分析 被引量:3

Stability Analysis of Horizontal Elastic Support Arch
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摘要 按水平弹性支承拱分析拱结构的弹性稳定问题,推导出水平弹性支承拱的稳定特征方程,讨论了水平弹性支承对失稳形式和临界荷载的影响。
机构地区 长沙工程兵学院
出处 《湖南交通科技》 2001年第3期45-46,共2页 Hunan Communication Science and Technology
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同被引文献22

  • 1方秦,杜茂林.爆炸荷载作用下弹性与阻尼支承梁的动力响应[J].力学与实践,2006,28(2):53-56. 被引量:32
  • 2赵跃宇,劳文全,冯锐.圆弧拱的面内非线性动力学分析[J].动力学与控制学报,2006,4(2):122-126. 被引量:4
  • 3Hashmi S J, A1-Hassani S T S, Johnson W. Large deflection elastic-plastic response of certain structures to impulsive loads. Numerical solution and experimental results[J]. International Journal of Mechanical Sciences, 1972,14 (12):843-860.
  • 4Ni C M, Lee L H N. Dynamic behavior of inelastic cylindrical shells at finite deformation[J]. International Journal of Non-Linear Mechanics, 1974,9(3):193-207.
  • 5XU Jian-xue, HUANG Hong, ZHANG Pei-zhen, et al. Dyanmic stability of shallow arch with elastic supports[J].International Journal of Non-Linear Mechanics, 2002,37 (4-5) : 909-920.
  • 6朱慧坚,罗恩.刚性和弹性支承梁的动力响应分析的新方法[C]//徐进.全国振动(诊断、模态、噪声与结构动力学)工程及应用学术会议论文集.上海:上海高教电子音像出版社,2002:811-815.
  • 7晏麓晖 曾首义 陈斌.弹性支承梁动力响应分析.工程力学,2003,20:381-384.
  • 8Chen G Q, Yang Y R. Flow-induced vibration of a plate-type beam with elastic support[C]. Nanjing: Procedings of 5th International Conference on Vibration Engineering, 2002: 108- 111.
  • 9Xu J X, Huang H, Zhang P Z, et al. Dyanmic stability of shallow arch with elastic supports[J]. International Journal of Non-Linear Mechanics, 2002, 37(4 - 5) ,909 - 920.
  • 10Hashmi S J, AL-Hassani S T S, Johnson W. Large deflection elastic-plastic response of certain structures to impulsive loads: Numerical solution and experimental results[J]. International Journal of Mechanical Sciences, 1972, 14(12) : 843 - 860.

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