Engineering Analysis of a Full-Scale High-Resolution Tornado Wind Speed RecordSource: Journal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 002Author:Lombardo Franklin T.
DOI: 10.1061/(ASCE)ST.1943-541X.0001942Publisher: American Society of Civil Engineers
Abstract: A three-dimensional (3D) sonic anemometer at a height of 2.5 m serendipitously recorded a tornado event in Arizona on October 6, 21. The anemometer, which was in place for carbon flux experiments and sampling at 2 Hz, recorded a peak instantaneous wind speed of 83 m/s. Over a 45-s period, which included the peak wind speed, the wind speed and direction time history showed evidence of seven distinct periods of behavior. These periods corresponded to rapid changes in wind speed (i.e., acceleration) and wind direction. This period also included significant positive and negative vertical wind speeds. Although 9 s of recorded data in this period was missing due to issues with data recording, these data could be an invaluable starting point for the future of tornado-based structural design. Analyzing the record in the context of wind engineering, variables and statistics typically used in wind engineering showed marked differences from those assumed in wind load codes and standards, including large gust factors for very short averaging times and significant changes in pressure coefficients for a roof corner. These differences should be further researched and quantified.
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| contributor author | Lombardo Franklin T. | |
| date accessioned | 2019-02-26T07:38:33Z | |
| date available | 2019-02-26T07:38:33Z | |
| date issued | 2018 | |
| identifier other | %28ASCE%29ST.1943-541X.0001942.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4248453 | |
| description abstract | A three-dimensional (3D) sonic anemometer at a height of 2.5 m serendipitously recorded a tornado event in Arizona on October 6, 21. The anemometer, which was in place for carbon flux experiments and sampling at 2 Hz, recorded a peak instantaneous wind speed of 83 m/s. Over a 45-s period, which included the peak wind speed, the wind speed and direction time history showed evidence of seven distinct periods of behavior. These periods corresponded to rapid changes in wind speed (i.e., acceleration) and wind direction. This period also included significant positive and negative vertical wind speeds. Although 9 s of recorded data in this period was missing due to issues with data recording, these data could be an invaluable starting point for the future of tornado-based structural design. Analyzing the record in the context of wind engineering, variables and statistics typically used in wind engineering showed marked differences from those assumed in wind load codes and standards, including large gust factors for very short averaging times and significant changes in pressure coefficients for a roof corner. These differences should be further researched and quantified. | |
| publisher | American Society of Civil Engineers | |
| title | Engineering Analysis of a Full-Scale High-Resolution Tornado Wind Speed Record | |
| type | Journal Paper | |
| journal volume | 144 | |
| journal issue | 2 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0001942 | |
| page | 4017212 | |
| tree | Journal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 002 | |
| contenttype | Fulltext |