First-order infinitesimal mechanisms

International Journal of Solids and Structures

Volumn 27, Issue 4, 1991, Pages 505-515

  Calladine, C R ^a   Pellegrino, S ^a  

^a UNIVERSITY OF CAMBRIDGE   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

BARS; COMPUTER PROGRAMMING--ALGORITHMS; STRUCTURAL FRAMES--STRUCTURAL DESIGN; WIRE ROPE;

CABLE SYSTEMS; PIN JOINTED ASSEMBLY; PRESTRESSED MECHANISMS; TENSEGRITY FRAMEWORKS;

MECHANISMS;

EID: 0025721999     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/0020-7683(91)90137-5     Document Type: Article

References (23)

1. Finite element methods
2. Buckminster Fuller's ‘Tensegrity’ structures and Cterk Maxwell's rules for the construction of stiff frames
3. On Turnai's conjecture with reference to both statically and kinematically indeterminate structures
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5. Statical-kinematic analysis of spatial systems
6. Statical criterion of quasi-mobile systems
7. Underconstrained structural systems
8. On immobile kinematic chains and a fallacious matrix analysis
9. A new deployable mast
10. On the calculation of the equilibrium and stiffness of frames
11. Beitrag zur Theorie des Fachwerkes
12. Mechanics of kinematically indeterminate structures
13. Static Response of Prestressed Mechanisms
14. Two-step matrix analysis of prestressed cable nets
15. Matrix analysis of statically and kinematically indeterminate frameworks
16. Über die Gliederung ebener Fachwerke
17. Rigid body displacement and stabilisation conditions of unstable truss structures