Computational Structural Engineering (전산구조공학)

Computational Structural Engineering Institute of Korea (한국전산구조공학회)
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Nonlinear Inelastic Analysis of Space Steel Structures

  • ;
  • 김승억 (세종대학교 토목환경공학과)
  • Published : 2010.03.31
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Abstract

Keywords

References

  1. De Souza, R., 2000. Force-based finite element for large displacement inelastic analysis of frames. PhD Dissertation, Dept of Civil and Environmental Engineering, University of California at Berkeley
  2. Heidari, A, and Salajegheh, E., 2006. Time history analysis of structures for earthquake loading by wavelet networks. Asian Journal of Civil Engineering(Building and Housing) 7, 155-168
  3. Hill, C. D., Blandford, G. E., and Wang, S. T., 1989. Postbuckling analysis of steel space trusses. Journal of Structural Engineering 115, pp.900-919 https://doi.org/10.1061/(ASCE)0733-9445(1989)115:4(900)
  4. Thai, H. T., and Kim, S. E., 2009. Practical advanced analysis software for nonlinear inelastic analysis of space steel structures. Advances in Engineering Software 40, pp.786-797 https://doi.org/10.1016/j.advengsoft.2009.02.001
  5. Yang, Y. B., and Kuo, S. R., 1994. Theory & analysis of nonlinear framed structures. Prentice-Hall Englewood Cliffs, NJ
  6. Yang, Y. B., and Shieh, M. S., 1990. Solution method for nonlinear problems with multiple critical points. AlAA Journal 28, pp.2110-2116