Journal of Guangdong University of Technology ›› 2004, Vol. 21 ›› Issue (4): 47-51.

• Comprehensive Studies • Previous Articles     Next Articles

Geometric Nonlinear Analysis of Arch Structure by Finite Element Method

  

  1.  (1. Institute of Structure Engineering,Changsha University of Technology,Changsha 410007,China; 2. College of Civil Engineering,Hunan University,Changsha 410082,China)
  • Online:2004-11-03 Published:2004-11-03
[1] 项海帆,刘光栋编写.拱结构的稳定与振动[M]. 人民交通出版社, 1991

[2] 李国豪主编.桥梁结构稳定与振动[M]. 中国铁道出版社, 1996

[1] Haisler W E,Stricklin J A.Displacement Incrementation in Nonlinear Structural Analysis by the Self-Correcting Method. International Journal for Numerical Methods in Engineering . 1977
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