A powerful force-based approach for the limit analysis of three-dimensional frames

[1]  정용섭,et al.  Plastic Limit Analysis와 파일 설계 , 2012 .

[2]  C. D. Bisbos,et al.  Limit and shakedown analysis of 3D steel frames via approximate ellipsoidal yield surfaces , 2010 .

[3]  Nguyen Dang Hung,et al.  Plastic optimization of 3D steel frames under fixed or repeated loading: reduction formulation , 2010 .

[4]  Konstantinos V. Spiliopoulos,et al.  A quick estimate of the strength of uniaxially tied framed structures , 2009 .

[5]  Weichert Dieter,et al.  Limit States of Materials and Structures , 2009 .

[6]  Hoang Van Long,et al.  Second-order plastic-hinge analysis of 3-D steel frames including strain hardening effects , 2008 .

[7]  Nguyen Dang Hung,et al.  Limit and shakedown analysis of 3-D steel frames , 2008 .

[8]  Ali Kaveh,et al.  An efficient graph-theoretical force method for three-dimensional finite element analysis , 2007 .

[9]  Etienne Loute,et al.  Solving limit analysis problems: an interior‐point method , 2005 .

[10]  Joseph Pastor,et al.  Limit analysis and Gurson's model , 2005 .

[11]  G. Maier,et al.  3.12 – Direct Methods of Limit and Shakedown Analysis , 2003 .

[12]  Seung-Eock Kim,et al.  Direct design of three-dimensional frames using practical advanced analysis , 2001 .

[13]  W. F. Chen,et al.  Improved nonlinear plastic hinge analysis of space frame structures , 2000 .

[14]  A fully automatic force method for the optimal shakedown design of frames , 1999 .

[15]  Michael L. Overton,et al.  Computing Limit Loads by Minimizing a Sum of Norms , 1998, SIAM J. Sci. Comput..

[16]  Robert J. Vanderbei,et al.  Linear Programming: Foundations and Extensions , 1998, Kluwer international series in operations research and management service.

[17]  K. Spiliopoulos.  On the automation of the force method in the optimal plastic design of frames , 1997 .

[18]  Dennis H. Rouvray,et al.  Elements of the theory of structures , 1997 .

[19]  Lars Damkilde,et al.  An efficient implementation of limit state calculations based on lower-bound solutions , 1993 .

[20]  H. T. Lau.  Algorithms on graphs , 1990 .

[21]  David Lloyd Smith,et al.  Mathematical programming methods in structural plasticity , 1990 .

[22]  Narendra Karmarkar,et al.  A new polynomial-time algorithm for linear programming , 1984, STOC '84.

[23]  Nguyen Dang Hung.  CEPAO—an automatic program for rigid-plastic and elastic-plastic analysis and optimization of frame structures , 1984 .

[24]  Ikuyo Kaneko,et al.  On computational procedures for the force method , 1982 .

[25]  John F. Abel,et al.  Yield surface applications in nonlinear steel frame analysis , 1982 .

[26]  Nesa L'abbe Wu,et al.  Linear programming and extensions , 1981 .

[27]  M Z Cohn,et al.  Unified Approach to the Theory of Plastic Structures , 1972 .

[28]  J. C. C. De Henderson,et al.  A Problem in Applied Topology: on the Selection of Cycles for the Flexibility Analysis of Skeletal Structures , 1969 .

[29]  T. A. J. Nicholson,et al.  Finding the Shortest Route between Two Points in a Network , 1966, Comput. J..

[30]  C De,et al.  Statical Indeterminacy of a Structure , 1955 .

[31]  M. Horne,et al.  Theory of Plasticity , 1955, Nature.