Mean wind pressures on flat roof corners affected by parapets: field and wind tunnel studies

Citation
T. Stathopoulos et al., Mean wind pressures on flat roof corners affected by parapets: field and wind tunnel studies, ENG STRUCT, 21(7), 1999, pp. 629-638
Citations number
18
Categorie Soggetti
Civil Engineering
Journal title
ENGINEERING STRUCTURES
ISSN journal
01410296 → ACNP
Volume
21
Issue
7
Year of publication
1999
Pages
629 - 638
Database
ISI
SICI code
0141-0296(199907)21:7<629:MWPOFR>2.0.ZU;2-X
Abstract
This paper describes the experimental data obtained in a full-scale wind-pr essure study on a low-rise building, 3.3 m high, located beside a football field on the Loyola Campus of Concordia University in Montreal. Mean wind-i nduced pressures have been measured on 12 roof corner points for several wi nd directions. A series of building models were also tested in the boundary layer wind-tunnel of the Centre for Building Studies at three different ge ometric scales. In particular, the effect of parapets on roof corner local suctions (mean values) has been examined in detail. Both full-scale and win d-tunnel data show that high parapets generally reduce the high suctions on roof corners. On the other hand, low parapets may increase the high values of mean suctions on roof edges and corners. Extensive experimentation has shown that significant suction increases occur only for a particular range of parapet height to building length ratio, namely 0.01 < h/L < 0.02. The p aper compares the results with those of previous studies on wind loads on h at roofs with and without parapets. (C) 1998 Elsevier Science Ltd. All righ ts reserved.