Matrix analysis of statically and kinematically indeterminate frameworks

[1]  J. S. Przemieniecki Theory of matrix structural analysis , 1985 .

[2]  Sergio Pellegrino,et al.  Two-step matrix analysis of prestressed cable nets , 1984 .

[3]  J. Thompson,et al.  Elastic Instability Phenomena , 1984 .

[4]  John Ll. Morris Computational Methods in Elementary Numerical Analysis , 1983 .

[5]  C. R. Calladine,et al.  Modal stiffnesses of a pretensioned cable net , 1982 .

[6]  Motions of Trusses and Bipartite Frameworks , 1982 .

[7]  Oren Vilnay Determinate Tensegric Shell , 1981 .

[8]  E. Bolker,et al.  When is a bipartite graph a rigid framework , 1980 .

[9]  T. Tarnai Simultaneous static and kinematic indeterminacy of space trusses with cyclic symmetry , 1980 .

[10]  Nicholas J. Hoff,et al.  Kinematically Unstable Space Frameworks , 1980 .

[11]  Tibor Tarnai Problems Concerning Spherical Polyhedra and Structural Rigidity , 1980 .

[12]  Oren Vilnay Determinate Tensegric Shells , 1979 .

[13]  H. Saunders,et al.  Matrix Structural Analysis , 1979 .

[14]  E. N. Kuznetsov,et al.  Statistical-kinematic analysis and limit equilibrium of systems with unilateral constraints , 1979 .

[15]  C. Calladine Buckminster Fuller's “Tensegrity” structures and Clerk Maxwell's rules for the construction of stiff frames , 1978 .

[16]  H. A. Buchholdt,et al.  The Analysis of Cable Nets , 1968 .

[17]  John Robinson,et al.  Structural matrix analysis for the engineer , 1966 .

[18]  R. K. Livesley,et al.  Matrix Methods of Structural Analysis , 1964 .