MATRIX ANALYSIS OF STATICALLY AND KINEMATICALLY INDETERMINATE FRAMEWORKS

[1] WHEN IS A BIPARTITE GRAPH A RIGID FRAMEWORK [J]. PACIFIC JOURNAL OF MATHEMATICS, 1980, 90 (01) : 27 - 44

[2] Buchholdt H.A., 1968, IMA J APPL MATH, V4, P339, DOI [10.1093/imamat/4.4.339, DOI 10.1093/IMAMAT/4.4.339]

[3] FULLER,BUCKMINSTER TENSEGRITY STRUCTURES AND MAXWELL,CLERK RULES FOR CONSTRUCTION OF STIFF FRAMES [J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1978, 14 (02) : 161 - 172

[4] MODAL STIFFNESSES OF A PRETENSIONED CABLE NET [J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1982, 18 (10) : 829 - 846

[5] Crapo H, 1979, STRUCTURAL TOPOLOGY, V1, P26

[6] CRAPO H, 1982, STRUCT TOPOLOGY, V6, P52

[7] HOFF NJ, 1980, MECHANICS TODAY, V5, pCH7

[8] KOITER WT, 1984, 788 LAB ENG MECH REP

[9] STATISTICAL-KINEMATIC ANALYSIS AND LIMIT EQUILIBRIUM OF SYSTEMS WITH UNILATERAL CONSTRAINTS [J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1979, 15 (10) : 761 - 767

[10] Livesley R.K., 1975, MATRIX METHODS STRUC

[1] WHEN IS A BIPARTITE GRAPH A RIGID FRAMEWORK [J]. PACIFIC JOURNAL OF MATHEMATICS, 1980, 90 (01) : 27 - 44

[2] Buchholdt H.A., 1968, IMA J APPL MATH, V4, P339, DOI [10.1093/imamat/4.4.339, DOI 10.1093/IMAMAT/4.4.339]

[3] FULLER,BUCKMINSTER TENSEGRITY STRUCTURES AND MAXWELL,CLERK RULES FOR CONSTRUCTION OF STIFF FRAMES [J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1978, 14 (02) : 161 - 172

[4] MODAL STIFFNESSES OF A PRETENSIONED CABLE NET [J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1982, 18 (10) : 829 - 846

[5] Crapo H, 1979, STRUCTURAL TOPOLOGY, V1, P26

[6] CRAPO H, 1982, STRUCT TOPOLOGY, V6, P52

[7] HOFF NJ, 1980, MECHANICS TODAY, V5, pCH7

[8] KOITER WT, 1984, 788 LAB ENG MECH REP

[9] STATISTICAL-KINEMATIC ANALYSIS AND LIMIT EQUILIBRIUM OF SYSTEMS WITH UNILATERAL CONSTRAINTS [J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1979, 15 (10) : 761 - 767

[10] Livesley R.K., 1975, MATRIX METHODS STRUC