Analysis of prestressed mechanisms

[1]  S. Pellegrino,et al.  A new deployable mast , 1987 .

[2]  Sergio Pellegrino,et al.  Mechanics of kinematically indeterminate structures , 1986 .

[3]  Thomas See,et al.  Large Displacement Elastic Buckling of Space Structures , 1986 .

[4]  R. Plemmons,et al.  An algorithm to compute a sparse basis of the null space , 1985 .

[5]  H. A. A. Buchholdt,et al.  An Introduction to Cable Roof Structures , 1985 .

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

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

[8]  G. W. Haggenmacher,et al.  Optimization of Redundancy Selection in the Finite-Element Force Method , 1970 .

[9]  S. Pellegrino,et al.  First-order infinitesimal mechanisms , 1991 .

[10]  S. Pellegrino,et al.  Matrix analysis of statically and kinematically indeterminate frameworks , 1986 .

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

[12]  G. Golub Matrix computations , 1983 .

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

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

[15]  Baudouin Fraeijs de Veubeke,et al.  The numerical analysis of structures , 1973 .

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

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

[18]  E. F. Kurtz,et al.  Matrix methods in elastomechanics , 1963 .

[19]  P. Gillis,et al.  Analysis of Structures by Combining Redundants , 1961 .