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contributor authorB. Bienkiewicz
contributor authorR. N. Meroney
date accessioned2017-05-08T20:52:58Z
date available2017-05-08T20:52:58Z
date copyrightJune 1988
date issued1988
identifier other%28asce%290733-9445%281988%29114%3A6%281250%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30349
description abstractWind‐blown debris from roofs result in major building damage and failure during severe wind storms. Typically, roofs are only 2% of a building's cost, but their failure represents about 25% of hazardrelated lawsuits. The response of different types of roofing systems to wind loads induced by high wind speeds can be investigated in wind tunnels. Fluid model experiments that have identified the primary failure mechanisms of roofs covered by various combinations of single‐ply membranes, tiles, pavers, insulation boards, and gravels are reviewed. New data are presented on the uplift performance of pavers with overlap joints, the advantages of paver clips, and the influence of exposure and parapet height on paver movement.
publisherAmerican Society of Civil Engineers
titleWind Effects on Roof Ballast Pavers
typeJournal Paper
journal volume114
journal issue6
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1988)114:6(1250)
treeJournal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 006
contenttypeFulltext


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