Open Access. Powered by Scholars. Published by Universities.®

Engineering Commons

Open Access. Powered by Scholars. Published by Universities.®

Electronic Thesis and Dissertation Repository

Structural Engineering

Enhanced Fujita Scale

Publication Year

Articles 1 - 2 of 2

Full-Text Articles in Engineering

Analysis Of Framing Failures In Wood-Frame Residential Roofs Under Wind Load, Sarah A. Stevenson Aug 2017

Analysis Of Framing Failures In Wood-Frame Residential Roofs Under Wind Load, Sarah A. Stevenson

Electronic Thesis and Dissertation Repository

Wood-frame residential roof failures are among the most common and expensive types of tornado damage. Hip roofs are commonly understood to be more resilient during extreme wind in relation to gable roofs. However, inspection of damage survey data from recent tornadoes has revealed a previously unstudied failure mode in which hip roofs suffer partial failure of the framing structure. This research focuses on proving the concept of framing failures in hip roofs. Evidence of partial framing failures and statistics of their occurrence are explored and discussed, and common roof design and construction practice is reviewed. Two-dimensional finite element models are …


Full-Scale Tests Of A Wood-Frame Structure Under Extreme Wind Loads, Derek A. Stedman Apr 2014

Full-Scale Tests Of A Wood-Frame Structure Under Extreme Wind Loads, Derek A. Stedman

Electronic Thesis and Dissertation Repository

Tornadoes can produce some of the strongest winds on earth; these highly localized storms can cause massive damage. Assessments of tornado wind speeds are done using post-event observations of damage via the Enhanced Fujita Scale.

A very commonly observed failure occurs at the roof-to-wall connection where the roof breaks up or flies away, typically leaving the walls in place. However, once the roof is gone the walls are more vulnerable to the wind. If a wall subsequently fails, it increases the risk of injury or death for occupants. Significant research has been done for failures of roof-to-wall connections and roof …