Search results for: P. Hajyalikhani

Authors: P. Hajyalikhani, E. Gilmore, C. Petty

Abstract:

Failures of the wood framing structures are among the most common types of wind damage in densely populated regions. Many researchers have recently focused on finding a solution to save wood-framed buildings during tornadoes and hurricanes. Previous studies have shown wood-framed buildings are under uplift during the hurricane, which causes the failure in the roof. Numerous recent studies have identified that bracing, connection and fasteners have a large impact on the resilience of wood-framed buildings. In this paper, the common failures in wood-framed buildings are reviewed, and the bracing and connection to prevent damage under hurricanes are presented.

Keywords: roof failures. residential and commercial structures, hurricane, tornadoes, building codes

Procedia PDF Downloads 17

Authors: P. Hajyalikhani, B. Hudson, D. Boll, L. Boren, Z. Sparks, M. Ward

Abstract:

Wood Light frame construction is one of the most common types of construction methods for residential and light commercial building in North America and parts of Europe. The typical roof framing for wood framed building is sloped and consists of several structural members such as rafters, hips, and valleys which are connected to the ridge and ceiling joists. The common slopes for roofs are 3/12, 8/12, and 12/12. Wood framed residential roof failure is most commonly caused by wind damage in such buildings. In the recent study, one of the weaknesses of wood framed roofs is long unsupported structural member lengths, such as hips and valleys. The purpose of this research is to find the critical support location for long hips and valleys with different slopes. ForteWeb software is used to find the critical location. The analysis results demonstrating the maximum unbraced hip and valley length are from 8.5 to 10.25 ft. dependent on the slope and roof type.

Keywords: wood frame, stick framing, hip, valley

Procedia PDF Downloads 84