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

被引:25
作者
Stathopoulos, T [1 ]
Marathe, R [1 ]
Wu, HQ [1 ]
机构
[1] Concordia Univ, Fac Engn & Comp Sci, Ctr Bldg Studies, Montreal, PQ H3G 1M8, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
wind pressure; field measurement; wind-tunnel test; low building; roof corner; structural loads;
D O I
10.1016/S0141-0296(98)00011-X
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper describes the experimental data obtained in a full-scale wind-pressure 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-induced pressures have been measured on 12 roof corner points for several wind directions. A series of building models were also tested in the boundary layer wind-tunnel of the Centre for Building Studies at three different geometric scales. In particular, the effect of parapets on roof corner local suctions (mean values) has been examined in detail. Both full-scale and wind-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 paper compares the results with those of previous studies on wind loads on hat roofs with and without parapets. (C) 1998 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:629 / 638
页数:10
相关论文
共 18 条
[1]  
*AM SOC CIV ENG, 1987, MAN PRACT
[2]  
American Society of Heating Refrigerating and Air-Conditioning Engineers, 1993, ASHRAE FUND
[3]  
[Anonymous], THESIS CONCORDIA U M
[4]  
BADIAN L, 1992, THESIS CONCORDIA U M
[5]   ROOF CORNER WIND LOADS AND PARAPET CONFIGURATIONS [J].
BASKARAN, A ;
STATHOPOULOS, T .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1988, 29 (1-3) :79-88
[6]  
Bendat J. S., 1982, RANDOM DATA ANAL MEA
[7]  
Kareem A., 1992, J WIND ENG IND AEROD, V41-44, P1775
[8]   WORST SUCTIONS NEAR EDGES OF FLAT ROOFTOPS WITH PARAPETS [J].
KIND, RJ .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1988, 31 (2-3) :251-264
[10]  
KRAMER C, 1978, P 3 C IND AER AACH, P241