Auteur Gregory A. Kopp
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Documents disponibles écrits par cet auteur (6)
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Murray J. Morrison, Auteur ; Gregory A. Kopp, Auteur |The current investigation extends the previous work in calculating components and cladding loads for standing seam metal roof clips. It was found that the ASCE 7-05 wind loads for these clips are conservative, while several other studies have sh[...]![]()
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Gregory A. Kopp, Auteur ; Eri Gavanski, Auteur |During strong windstorms, sheathing and siding on residential, wood-framed, wall systems have commonly failed. In the current study, a clear difference is observed in the rate of failure occurrence for wall sheathing above or below the eaves. Th[...]![]()
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Bahareh Kordi, Auteur ; Gregory A. Kopp, Auteur |This paper analyzes models based on the quasi-steady theory for the flight of windborne plate debris. It is shown that the effects of the rotational lift, drag, and pitching moment are important and are included in the model. The model was used [...]![]()
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Gregory A. Kopp, Auteur ; Jon K. Galsworthy, Auteur ; Jeong Hee Oh, Auteur |Wind tunnel tests of open-frame, low-rise buildings were carried out to determine the drag (base shear) and bracing loads in the direction normal to the frames (parallel to the ridge). In total, 18 configurations were examined in an open country[...]![]()
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Eri Gavanski, Auteur ; Gregory A. Kopp, Auteur |Duration effects on the design wind loads for glass are examined with respect to ASCE 7-10. Pressure time histories are created by combining variations of wind speed and wind direction from a “design cyclone” with pressure coefficients obtained [...]![]()
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Gregory A. Kopp, Auteur ; David Banks, Auteur |ASCE 7 does not provide design wind loads for roof-mounted solar panels. This paper discusses the use of the wind tunnel test method, called Method 3 in ASCE 7-05, which was originally intended for obtaining design wind loads for individual buil[...]


