A parametric study of wind loads on grandstand roofs

Engineering Structures

Volumn 23, Issue 6, 2001, Pages 725-735

  Killen, G P ^a   Letchford, C W ^b,c  

^a ARUP   (United Kingdom)

^b UNIVERSITY OF QUEENSLAND   (Australia)

^c Texas Tech University   (United States)

Author keywords

Grandstand roofs; Structural design; Wind loads

Indexed keywords

BOUNDARY LAYERS; DYNAMIC RESPONSE; MATHEMATICAL MODELS; STADIUMS; WIND STRESS; WIND TUNNELS;

CANTILEVER ROOFS;

ROOFS;

CANTILEVERED STRUCTURE; GRANDSTAND; ROOF; STRUCTURAL PERFORMANCE; WIND LOAD;

EID: 0035371691     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(00)00069-9     Document Type: Article

References (16)

1. Reducing the wind load on large cantilevered roofs
2. The response of large roofs to wind action
3. Wind loads on cantilevered roof structures
4. Generation of wind loads on a horizontal grandstand roof of large aspect ratio
5. Correlation of wind pressures on a grandstand roof
6. Wind induced response of a large cantilevered roof
7. Wind load on grandstands around a full perimeter of a stadium
8. Frequency response requirements for fluctuating pressure measurements
9. An approach to the determination of wind load effects on low rise buildings
10. Wind loads on planar canopy roofs, Part 2: Fluctuating pressure distributions and correlations
11. A commentary on the Australian standard for wind loads
12. The LRC (Load-Response-Correlation) Method, a general method of estimating unfavourable wind load distributions for linear and non-linear structural behaviour