Computational Structural Engineering (전산구조공학)

Computational Structural Engineering Institute of Korea (한국전산구조공학회)
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안정화 이행과정 해석을 통한 불안정구조물의 설계

  • Published : 2003.03.01
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Abstract

Keywords

References

  1. J. Struct Div. ASCE v.48 Large deflection analysis of prestressed network Argyris, J. H.;Scharpf, D. W.
  2. Non-linear numerical solution methods for static and dynamic relaxation no.15 Barnes, M.
  3. The Engineer v.219 An Introduction to Dynamic Relaxtion Day, A. S.
  4. Bulletin of IASS v.30 no.2 Analysis of Shape Finding Process of Unstable Link Structures Hangai, Y.;Kawaguchi, K.
  5. Structural Tests on the Top Chord of Strarch Frames Hancock, G. J.;Clarke, M.;Key, P.;Olsen, C.
  6. Research Report No. R493, School of Civil and Mining Engineering, University of Sydney An Experimental Investigation of the Column Behaviour of Cold-Formed Square Hollow Sections Hancock, G. J.;Key, P.
  7. Journal of the Structural Division Column Behaviour of Cold-Formed Hollow Sections Hancock, G. J.;Key, P.;Hasan, S. W.
  8. Journal of Structural Engineering v.121 no.2 Design of Top Chord of Stressed-Arch Frames Hancock, G. J.;Clarke, M.
  9. 대한건축학회 논문집 케이블 돔의 안정화 이행 및 붕괴과정 해석 한상을;윤종현
  10. 대한건축학회 논문집 stressed-arch 시스템의 구조성능에 관한 연구 한상을;김종범