Nonlinear structural models in cableway transport systems

Simulation Practice and Theory

Volumn 7, Issue 3, 1999, Pages 207-218

  Bruno, D ^a   Leonardi, A ^b  

^a UNIVERSITY OF CALABRIA   (Italy)

^b UNIVERSITY OF ROME TOR VERGATA   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; CODES (SYMBOLS); COMPUTER SIMULATION; CONVERGENCE OF NUMERICAL METHODS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STRESS ANALYSIS; STRUCTURAL ANALYSIS;

NONLINEAR STRUCTURAL MODELS;

CABLEWAYS;

EID: 0032662695     PISSN: 09284869     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0928-4869(98)00024-X     Document Type: Article

References (5)

1. Campebell D. Unbalanced tension in transmission lines. Journal of the Structural Division, ASCE. 96:1970;2189-2207.
2. McDonald B., Peyrot A. Analysis of cables suspended in sheaves. Journal of the Structural Engineering, ASCE. 114(3):1988;693-706.
3. McDonald B., Peyrot A. Sag-tension calculation valid for any line geometry. Journal of the Structural Engineering, ASCE. 116(9):1990;2374-2387.
4. O'Brien W., Francis A. Cable movements under two-dimensional loads. Journal of the Structural Division, ASCE. 90:1964;89-123.
5. O'Brien W. General solution of suspended cable problem. Journal of the Structural Division, ASCE. 93:1967;1-126.