contributor author | Peter J. Vickery | |
contributor author | Peter F. Skerlj | |
date accessioned | 2017-05-08T20:57:39Z | |
date available | 2017-05-08T20:57:39Z | |
date copyright | April 2000 | |
date issued | 2000 | |
identifier other | %28asce%290733-9445%282000%29126%3A4%28545%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/33388 | |
description abstract | The definition of Exposure D in ASCE 7 along the hurricane coastline does not take into account the increase in the roughness of the ocean with increasing wind speeds, the age of waves, or the changes in the wave characteristics as they approach the coast. This note reviews some of the more recent research associated with the roughness of wind-driven waves. One specific observation is that waves produced near the center of a hurricane are young waves, which exhibit a higher aerodynamic roughness than do the mature waves often associated with “straight-line” winds. A second observation is that, as waves approach the shore, they become steeper and thus exhibit a higher aerodynamic roughness. These observations suggest that, in design events, the ocean becomes aerodynamically very rough, with the value of the surface roughness approaching that of Exposure C. Based on this analysis, it is recommended that the use of Exposure D along the hurricane coastline in ASCE 7 be discontinued. | |
publisher | American Society of Civil Engineers | |
title | Elimination of Exposure D along Hurricane Coastline in ASCE 7 | |
type | Journal Paper | |
journal volume | 126 | |
journal issue | 4 | |
journal title | Journal of Structural Engineering | |
identifier doi | 10.1061/(ASCE)0733-9445(2000)126:4(545) | |
tree | Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 004 | |
contenttype | Fulltext | |