contributor author | Chris Ramseyer | |
contributor author | Royce Floyd | |
contributor author | Lisa Holliday | |
date accessioned | 2017-12-30T12:59:26Z | |
date available | 2017-12-30T12:59:26Z | |
date issued | 2017 | |
identifier other | %28ASCE%29CF.1943-5509.0001070.pdf | |
identifier uri | http://138.201.223.254:8080/yetl1/handle/yetl/4244231 | |
description abstract | An EF2 (Enhanced Fujita Scale Rating 2) tornado that hit the City of Moore, Oklahoma, on March 25, 2015, provided a rare opportunity for engineers to observe the performance of structures built to the new Moore building code high-wind provisions when subjected to a design-level event. Observations of damage to several residential structures and one commercial building were made in the immediate aftermath of the tornado. These observations were used to compare the performance of the engineered commercial building and residential structures in the same area. The conclusions made from the observations described in this paper are anecdotal and based on a limited amount of data, but indicate that residential structures constructed using the building code improvements made in Moore, Oklahoma, in 2014 perform as expected when subjected to the winds associated with an EF2 tornado. The robust structural system led to only minor damage, which could be quickly repaired. | |
publisher | American Society of Civil Engineers | |
title | Performance of Enhanced Residential Building Code Requirements during the March 25, 2015, Moore Tornado | |
type | Journal Paper | |
journal volume | 31 | |
journal issue | 5 | |
journal title | Journal of Performance of Constructed Facilities | |
identifier doi | 10.1061/(ASCE)CF.1943-5509.0001070 | |
page | 04017087 | |
tree | Journal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 005 | |
contenttype | Fulltext | |