Wind-Uplift Capacity of Residential Wood Roof-Sheathing Panels Retrofitted with Insulating Foam Adhesive

Author:

Datin Peter L.123,Prevatt David O.123,Pang Weichiang123

Affiliation:

1. Catastrophe Modeler, RMS Inc., 7575 Gateway Blvd., Newark, CA 94560; formerly, Graduate Student, Dept. of Civil and Coastal Engineering, 365 Weil Hall, P.O. Box 116580, Univ. of Florida, Gainesville, FL 32611-6580, USA.

2. Assistant Professor, Civil and Coastal Engineering, Engineering School of Sustainable Infrastructure & Environment, Univ. of Florida, Gainesville, FL 32611-6580, USA (corresponding author).

3. Assistant Professor, Glenn Dept. of Civil Engineering, Clemson Univ., 312 Lowry Hall, Clemson, SC 29634-0911, USA.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Visual Arts and Performing Arts,Building and Construction,Civil and Structural Engineering,Architecture

Reference45 articles.

1. Amirkhanian S. Sparks P. and Watford S. (1994). “A statistical analysis of wind damage to single-family dwellings due to Hurricane Hugo.” Structures Congress XII ASCE Reston VA 1042–1047.

2. ASTM. (1994). “Standard test method for structural performance of sheet metal roof and siding systems by uniform static air pressure difference.” ASTM E1592-94 West Conshohocken PA.

3. ASTM. (2004). “Standard test method for structural performance of exterior windows doors skylights and curtain walls by uniform static air pressure difference.” ASTM E330-02 West Conshohocken PA.

4. ASTM. (2006). “Standard test methods for mechanical fasteners in wood.” ASTM D1761–06 West Conshohocken PA.

5. Performance of roof fasteners under simulated loading conditions

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