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contributor authorMichael O'Rourke
contributor authorIoannis Galanakis
date accessioned2017-05-08T20:53:39Z
date available2017-05-08T20:53:39Z
date copyrightMarch 1990
date issued1990
identifier other%28asce%290733-9445%281990%29116%3A3%28641%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30800
description abstractThe 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.
publisherAmerican Society of Civil Engineers
titleRoof Snowdrifts due to Blizzards
typeJournal Paper
journal volume116
journal issue3
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1990)116:3(641)
treeJournal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 003
contenttypeFulltext


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