On the development of a robust element for second-order `non-linear integrated design and analysis (nida)'
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[1] Faris Albermani,et al. Nonlinear Analysis of Thin‐Walled Structures Using Least Element/Member , 1990 .
[2] James M. Gere,et al. Analysis of framed structures , 1965 .
[3] Zhi Hua Zhou,et al. Pointwise Equilibrating Polynomial Element for Nonlinear Analysis of Frames , 1994 .
[4] S. L. Chan,et al. Design of Steel Scaffolding using an Integrated Design and Analysis Approach , 1996 .
[5] S. L. Chan,et al. Refined Second-Order Analysis of Frames with Members under Lateral and Axial Loads , 1996 .
[6] J. L. Meek,et al. Geometrically nonlinear analysis of space frames by an incremental iterative technique , 1984 .
[7] Sritawat Kitipornchai,et al. Geometric nonlinear analysis of asymmetric thin-walled beam-columns , 1987 .
[8] R. K. Livesley,et al. Stability functions for structural frameworks , 1956 .
[9] Siu-Lai Chan,et al. A generalized design-based elastoplastic analysis of steel frames by section assemblage concept , 1997 .
[10] Richard H. Gallagher,et al. Finite element analysis of torsional and torsional–flexural stability problems , 1970 .
[11] Siu-Lai Chan. Geometric and material non‐linear analysis of beam‐columns and frames using the minimum residual displacement method , 1988 .
[12] Wan T. Tsai. Discussion of "Second Order Elastic Analysis for Frame Design" , 1989 .
[13] Siu Lai Chan,et al. SECOND-ORDER ELASTIC ANALYSIS OF FRAMES USING SINGLE IMPERFECT ELEMENT PER MEMBER , 1995 .
[14] B. Izzuddin,et al. Nonlinear dynamic analysis of framed structures , 1990 .
[15] W. M. G. Ho,et al. Closure of "Semibifurcation and Bifurcation Analysis of Flexibly Connected Steel Frames" , 1991 .
[16] Satya N. Atluri,et al. A simplified finite element method for large deformation, post‐buckling analyses of large frame structures, using explicitly derived tangent stiffness matrices , 1986 .
[17] C. Oran. Tangent Stiffness in Plane Frames , 1973 .
[18] Wai-Kai Chen. Stability design of steel frames , 1991 .
[19] Andrew Kwok Wai So,et al. Buckling and geometrically nonlinear analysis of frames using one element/member , 1991 .