DOI QR코드

DOI QR Code

Simplified P-Delta and buckling analysis for inelastic flexibility-based beam-column elements

  • 투고 : 2008.08.13
  • 심사 : 2008.12.05
  • 발행 : 2009.10.20

초록

키워드

참고문헌

  1. Chen, W.F. and Lui, E.M. (1991), Stability Design of Steel Frames, CRC Press, Inc., Florida
  2. Kim, K. and Engelhardt, M.D. (2000), 'Beam-column element for nonlinear seismic analysis of steel frames', J. Struct. Eng., 126(8), 916-925 https://doi.org/10.1061/(ASCE)0733-9445(2000)126:8(916)
  3. McGuire, W. (2000), Matrix Structural Analysis, 2nd Edition, John Wiley, New York
  4. Neuenhofer, A. and Filippou, F.C. (1997), 'Evaluation of nonlinear frame finite-element models', J. Struct. Eng., 123(7), 958-966 https://doi.org/10.1061/(ASCE)0733-9445(1997)123:7(958)
  5. Spacone, E., Ciampi, V. and Filippou, F.C. (1996), 'Mixed formulation of nonlinear beam finite element', Comput. Struct., 58(1), 71-83 https://doi.org/10.1016/0045-7949(95)00103-N

피인용 문헌

  1. Three-dimensional numerical and linearly distributed multi-parameter fitted analytical modeling of hybrid beam–column with partially welded flush end-plate connection vol.21, pp.12, 2018, https://doi.org/10.1177/1369433218754698