Theses and Dissertations
Issuing Body
Mississippi State University
Advisor
Eamon, Christopher
Committee Member
Rais-Rohani, Masoud
Committee Member
Sinno, Ralph
Date of Degree
8-6-2005
Document Type
Graduate Thesis - Open Access
Major
Civil Engineering
Degree Name
Master of Science (M.S.)
College
James Worth Bagley College of Engineering
Department
Department of Civil and Environmental Engineering
Abstract
Light-frame wood construction is frequently used in the U.S. High wind events, such as hurricanes, may cause severe damage to these structures by breaking the roof envelope. This study focuses on computing reliability indices of roof sheathing panels exposed to high wind events while considering a time and spatially varying wind load. A procedure is developed that links probabilistic and dynamic finite element analysis codes. The results show that a few critical panels are most susceptible to damage, while most panels have significantly higher reliability indices than previous studies based on simplified analyses have shown. By setting a target reliability index, panel nail spacing can be adjusted to provide a more uniform level of safety over the entire roof.
Recommended Citation
Rocha, Daniel Meireles de Oliveriria, "RELIABILITY OF LIGHT-FRAME WOOD ROOF CONSTRUCTION UNDER EXTREME WIND LOADS" (2005). Theses and Dissertations. 5307.
https://scholarsjunction.msstate.edu/td/5307