Show simple item record

contributor authorY. L. Xu
date accessioned2017-05-08T22:37:42Z
date available2017-05-08T22:37:42Z
date copyrightSeptember 1995
date issued1995
identifier other%28asce%290733-9399%281995%29121%3A9%28956%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84297
description abstractStrong wind pressures can cause severe fatigue damage to the screw-fastened light gauge steel roofing of low-rise buildings. An approach to determine the fatigue loading of roof cladding is presented here. The rain-flow count method is used to ascertain basic load-cycle distributions of roof pressures, by which total load-cycle distributions are then computed in consideration of the long-term effects of wind climate. The total load-cycle distribution of roof pressure in temperate regions is significantly different from that in cyclonic regions, and the distribution also depends on the location of the roof pressure. It is suggested that the statistical average of the cycle mean levels for a given cycle range be used as an equivalent mean level for this cycle range so that related fatigue tests become more practical. The total load-cycle distributions obtained through the proposed method are compared with those currently used in Australia and Europe. A number of comments have been made on design criteria, wind regions, load-cycle distributions, and numbers of cycles.
publisherAmerican Society of Civil Engineers
titleDetermination of Wind-Induced Fatigue Loading on Roof Cladding
typeJournal Paper
journal volume121
journal issue9
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1995)121:9(956)
treeJournal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 009
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record