Nonlinear analysis and optimum design of cable domes

Engineering Structures

Volumn 24, Issue 7, 2002, Pages 965-977

  Yuan, X F ^a   Dong, S U ^a  

^a ZHEJIANG UNIVERSITY   (China)

Author keywords

Cable done; Cross section; Integral feasible prestress; Nonlinear analysis; Optimum design; Prestress level; Two node curved cable element

Indexed keywords

ALGORITHMS; CABLES; MATHEMATICAL MODELS; OPTIMIZATION; PRESTRESSING; STRUCTURAL ANALYSIS;

NONLINEAR ANALYSIS;

DOMES;

CABLE;

EID: 0036642394     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(02)00017-2     Document Type: Article

References (28)

1. Preliminary investigation of double-layer tensegrities
2. Prestressed pin-jointed structures-flexibility analysis and prestress design
3. Tensegrity systems for double layer space structures
4. Structures made of infinite regular tensegric nets
5. Self-equilibrated stress system and structural behaviour of truss structures stabilized by cable tension
6. The design and construction of two cable domes for the Korean olympics
7. Tensegrity systems: The state of the art
8. Dynamic and static behaviour of cable dome model
9. Analysis of prestressed mechanisms
10. A class of tensegrity domes
11. Geometrical non-linear analysis of tensegrity systems
12. Nonlinear elastoplastic analysis of tensegrity systems
13. Geometrically rigid double-layer tensegrity grids
14. Natural, kinematic and elastic displacement of understrained structures
15. Matrix analysis of statically and kinematically indeterminate frameworks
16. First-order infinitesimal mechanisms
17. A two-node curved cable element for nonlinear analysis
18. Optimum design of pin-jointed steel structures with practical applications
19. Comparison of optimality criteria algorithms for minimum weight design of structures