Browse > Article

A Bifurcation analysis using the space frame element considering the finite rotation and bowing effects  

Lee, Kyoung-Soo (카이스트 건설 및 환경공학과)
Kim, Hyun-Su (선문대학교 건축학부)
Publication Information
Journal of Korean Association for Spatial Structures / v.12, no.4, 2012 , pp. 7-14 More about this Journal
Keywords
Citations & Related Records
연도 인용수 순위
  • Reference
1 細野秀(1974) 弧長法たよろ彈性挫屈問題の解析, 博士學位論文, 東京大學
2 Argyris, J. H., Balmer, H., Doltsinis, I. St., Dunne, P. C., Haase, M., Kleiber, M., Malejannakis, G. A., Mlejnek, H. P., Muller, M., Scharpf, D. W.(1979) Finite element method-The natural approach, Computer Methods in Applied Mechanics and Engineering, 17/18, pp.1-106.   DOI
3 Cheng, H, and Gupta, K. C.(1989) An historical note on finite rotations, J. Applied Mechanics, vol.56, pp.139-145.   DOI
4 Chu, K. H., and Rampetsreiter, R. H.(1972) Large deflection buckling of space frames, J, Struct. Div., ASCE, vol.98(12), pp.2701-2722.
5 Choong, K. K., and Hangai, Y.(1993) Review on methods of bilurcation analysis for geometrically nonlinear structures, Int. Assoc. Shells Spatial Structures,(issue dedicated to SE1KEN-IASS Symposium on Nonlinear Analysis and Design for Shell and Spatial Structures), vol.34(2), 133-149.
6 Crisfield, M. A.(1997) Nonliear finite element analysis of solids and structures, Vol.2, Advanced Topics, John Wiley & Sons
7 Fujii, F., Asada, K.(1993) Branch-switching in simple spatial bifurcation models, SEIKEN-1ASS Svmp. on Nonlinear Analysis and Design for Shells and Spatial Structures, Tokyo, pp.515-522.
8 Fujii, F., and Ramm, E.(1997) Computational bifurcation theory- path-tracing, pinpointing and path-switching. ,Engineering Structures, vol.19, pp.385-392   DOI
9 Godstein, H.(1980) Classical Mechanics, Addison-Wesley.
10 Kassimali, A.(1983) Large deflection analysis of elastic-plastic frames., J. Struct. Eng., ASCE, vol.109(8), pp.1869-1886.   DOI
11 Kassimali, A., Abbasnia, R.(1991) Large deformation analysis of elastic space frames. J. Struc. Eng., ASCE, vol.117(7), pp.2067-2087.
12 Oran., C.(1973) Tangent stiffnes in space frame, J. Struct. Div., ASCE, pp.987-1001.
13 Riks, E.(1979) An incremental approach to the solution of snapping and buckling problems, Interna. J. Solids Structures, vol 15, pp.529-551.   DOI
14 Riks, E.(1984) Some computational aspects of the stability analysis of nonlinear structures, Computer Methods in Applied Mechanics and Engineering, vol.47, pp.219-259.   DOI
15 Sabir, A. B., Lock, A. C.(1973) Large deflection, geometrically nonlinear finite element analysis of circular arches, Int. J. Mech. Sci., vol.15, pp.37.   DOI
16 Shi, G., Atluri, S. N.(1988) Elasto-plastic large deformation analysis of space-frames : a plastic-hinge and stress-based explicit derivation of tagent stiffness, Int. J. Num. Meth. Eng., vol.26, pp.589-615.   DOI
17 Spiller, W. R.(1990) Geometric stiffness matrix for space frames, Computers & Structures, vol.36, no.1, pp.29-37.   DOI
18 Wriggers, P., Wagner, W., Miehe, C.(1988) A quadratically convergent procedure for the calculation of stability points in finite element analysis. Computer Methods in Applied Mechanics and Engineering, vol.70, pp.329-347.   DOI