Wind uplift model for asphalt shingles

Journal of Architectural Engineering

Volumn 3, Issue 4, 1997, Pages 147-155

  Peterka, J A ^a,b   Cermak, J E ^a,c   Cochran, L S ^a,b   Cochran, B C ^a,b   Hosoya, N ^a,b   Derickson, R G ^d   Harper, C ^e   Jones, J ^e   Metz, B ^e  

^a ASCE   (United States)

^b Cermak Peterka Petersen Incorporated   (United States)

^c Veterinary Dentistry and Oral Surgery   (United States)

^d Asphalt Roofing Manufacturers A ^*

^e Asphalt Roofing Manufacturers A   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ASPHALT; BEARING CAPACITY; BUILDING CODES; MATHEMATICAL MODELS; PERFORMANCE; SEALANTS; WIND EFFECTS; WIND TUNNELS;

ASPHALT SHINGLES; WIND RESISTANCE; WIND UPLIFT;

ROOF COVERINGS;

EID: 0031366363     PISSN: 10760431     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1076-0431(1997)3:4(147)     Document Type: Article

References (12)

1. Cermak, J. E., Peterka, J. A., Derickson, R. G., and Cochran, L. S. (1991). "Prediction of wind-induced uplift of asphalt roofing shingles on low rise buildings, Year 1," Rep. CER 91-92-5, Fluid Mech. and Wind Engrg. Program, Colorado State Univ., Fort Collins, Colo.
2. Cermak, J. E., Peterka, J. A., and Hosoya, A. (1983). "Wind-tunnel study of wind pressures on roofing shingles." Rep. CER 83-84-21, Fluid Mech. and Wind Engrg. Program, Colorado State Univ., Fort Collins, Colo.
3. Cochran, L. S. (1992). "Wind-tunnel modelling of low-rise buildings," PhD dissertation, Colorado State Univ., Fort Collins, Colo.
4. Cochran, L. S., Peterka, J. A., and Cermak, J. E. (1995). "Wind-tunnel studies of shingles on a roof, Year 3." Rep. CER 94-95-2, Fluid Mech. and Wind Engrg. Program, Colorado State Univ., Fort Collins, Colo.
5. Derickson, R. G., Peterka, J. A., Cermak, J. E., and Cochran, L. S. (1993). "Wind-tunnel studies of shingles on a roof, Year 2." Rep. CER 92-93-6, Fluid Mech. and Wind Engrg, Program, Colorado State Univ., Fort Collins, Colo.
6. Kind, R. J., and Wardlaw, R. L. (1979). "Model studies of two loose-laid roof-insulation systems." Rep. LTR-LA-234, Nat. Res. Council of Canada, Ottawa, Ontario.
7. "Minimum design loads for buildings and other structures." (1993). ASCE 7-93. ASCE, New York, N.Y.
8. "Minimum design loads for buildings and other structures." (1995). ASCE 7-95. ASCE, New York, N.Y.
9. Nishiyama, and Bedard. (1991). Review of scientific instruments, Vol. 62, 2193-2204.
10. The NRCA roofing and waterproofing manual. (1992). Third Ed., National Roofing Contractors Assoc., Rosemont, Ill.
11. Peterka, J. A. (1995). "How to use the shingle wind load model." Rep. 94-1124 Prepared for Asphalt Roofing Manufacturers Association, Cermak Peterka Petersen, Inc., Fort Collins, Colo.
12. Peterka, J. A., Cochran, B. C., Hosoya, N., and Cermak, J. E. (1995). "Field study of wind uplift on asphalt shingles, Year 1." Rep. 92-0815, Cermak Peterka Petersen, Inc., Fort Collins, Colo.