Response of a guyed tower to a guy rupture under no wind pressure

Engineering Structures

Volumn 22, Issue 6, 2000, Pages 699-706

  Ben Kahla, Nabil ^a  

^a Ecl Natl d'Ing Gabes Rte M ^*  (Tunisia)

Author keywords

Guyed towers; Nonlinear dynamic response; Sudden rupture of a guy

Indexed keywords

CABLES; DYNAMIC RESPONSE; FAILURE ANALYSIS; LOAD LIMITS; STRUCTURAL ANALYSIS; TENSILE STRESS; VIBRATIONS (MECHANICAL); WIND EFFECTS;

GUYED TOWERS;

TOWERS;

GUYED TOWER; TOWER; WIND LOAD;

EID: 0343384353     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(99)00013-9     Document Type: Article

References (6)

1. Ben Kahla N. Nonlinear dynamic response of a guyed tower to a sudden guy rupture. Engng Struct. 19(11):1997;879-890.
2. Ben Kahla, N. Static and dynamic analysis of guyed towers. Ph.D. thesis, University of Wisconsin-Madison, 1993.
3. Peyrot A.H., Goulois A.M. Analysis of cable structures. Compt Struct. 10:1979;805-813.
4. Ben Kahla N. Dynamic analysis of guyed towers. Engng Struct. 16(4):1994;287-301.
5. Peyrot A.H. Marine cable structures. J Struct Div, ASCE. 106(12):1980;2391-2404.
6. Recommendations for guyed masts, Working group No. 4, International Association for Shell and Spatial Structures, Madrid, Spain, 1981.