| contributor author | Michael O'Rourke | |
| contributor author | Ioannis Galanakis | |
| date accessioned | 2017-05-08T20:53:39Z | |
| date available | 2017-05-08T20:53:39Z | |
| date copyright | March 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-9445%281990%29116%3A3%28641%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30800 | |
| description abstract | The evaluation of structural loads due to drifted snow on a multilevel roof is considered. A detailed case history is presented that highlights the two types of drifts that form on multilevel roofs. The two types of snowdrift are triangular drifts, which typically form at backward‐facing steps, and quadrilateral drifts, which typically form at forward‐facing steps. Thirty‐five case histories of large triangular drifts on multilevel roofs are used in developing an empirical relation for predicting drift size. The empirical relationship is the result of multiple‐regression analysis involving pertinent roof‐geometry parameters as well as environmental factors. The environmental factors considered are snowfall, wind speed and wind direction. The combination of wind and snowfall is an attempt to characterize blizzard intensity. The writers feel that the empirical relationship presented herein is an improvement over previous relationships in that wind in general and blizzard intensity in particular are included in the model. | |
| publisher | American Society of Civil Engineers | |
| title | Roof Snowdrifts due to Blizzards | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 3 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1990)116:3(641) | |
| tree | Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 003 | |
| contenttype | Fulltext | |