The Evolution of Dynamic Gust Response Factors for Guyed Towers

Structural Engineering International: Journal of the International Association for Bridge and Structural Engineering (IABSE)

Volumn 8, Issue 1, 1998, Pages 45-49

  Davenport, Alan G ^a   Sparling, Bruce F ^b  

^a UNIVERSITY OF WESTERN ONTARIO   (Canada)

^b UNIVERSITY OF SASKATCHEWAN   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 1542466460     PISSN: 10168664     EISSN: None     Source Type: Journal    
DOI: 10.2749/101686698780489694     Document Type: Article

References (10)

1. CSA. CAN/CSA-S37-M94: Antennas, Towers, and Antenna-Supporting Structures. Canadian Standards Assoc., Rexdale, ON, 1994.
2. TIA/EIA. TIA/EIA-222-F: Structural Standards for Steel Antenna Towers and Antenna Supporting Structures. Telecommunications Industry Assoc., Arlington, VA, 1996.
3. DAVENPORT, A. G.; ALLSOP, A. The Dynamic Response of a Guyed Mast to Wind. IASS Meeting on Tower Shaped Structures, Milan, Italy, 1983.
4. DAVENPORT, A. G.; SPARLING, B. F. Dynamic Gust Response Factors for Guyed Towers. Journal of Wind Engineering and Industrial Aerodynamics, Vol. 44, 1992, pp. 2237-2248.
5. SELBY, R. G.; DRYBURGH, R. B. A Comparison of the Gust Factor Method and the Patch Load Method of Analysis of Guyed Towers. Canadian J. of Civil Eng., 23(4), 1996, pp. 862-871.
6. BSI. British Standard BS 8100 - Part 4: Lattice Towers and Masts; Code of Practice for Lattice Masts. British Standards Institution, London, UK, 1994.
7. SPARLING, B. F. The Dynamic Behaviour of Guys and Guyed Masts in Turbulent Winds. Ph.D. Thesis, Univ. of Western Ontario, London, ON, 1995.
8. SPARLING, B. F.; SMITH, B. W.; DAVENPORT, A. G. Simplified Dynamic Analysis Methods for Guyed Masts in Turbulent Winds, IASS Working Group on Masts and Towers, Prague, Sept. 1993.
9. DAVENPORT, A. G. The Response of Tension Structures to Turbulent Wind: The Role of Aerodynamic Damping. 1st Oleg Kerensky Lecture, Inst. Struct. Engineers, London, 1988.
10. DAVENPORT, A. G. A Statistical Approach to the Treatment of Wind Loading on Tall Masts and Suspension Bridges. Ph.D. Thesis, Univ. of Bristol, 1961.