Extreme wind pressure distributions on low-rise building models

被引：36
作者：
Tamura, Y
Kikuchi, H
Hibi, K
机构：
[1] Tokyo Inst Polytech, Dept Architectural Engn, Atsugi, Kanagawa 2430297, Japan
[2] Shimizu Corp, RIT, Koto Ku, Tokyo 135, Japan
来源：
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS | 2001年 / 89卷 / 14-15期
关键词：
wind pressure; extreme wind load; wind load combination; LRC; quasi-steady; peak factor; low-rise building; along-wind force; across-wind force; torsional moment;
D O I：
10.1016/S0167-6105(01)00153-2
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper first discusses the conditionally sampled actual wind pressure distributions causing maximum quasi-static wind load effects at the base of low-rise building models with square and rectangular plans. The maximum normal stresses in column members were also examined to discuss the wind load combination of the along-wind, across-wind, uplift, and three moments. Then, it examines the actual wind pressure distributions causing the maximum quasi-static stresses in structural frames. These are compared with Kasperski's load-response-correlation formula and the quasi-steady pressure distributions. (C) 2001 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码：1635 / 1646
页数：12
相关论文
共 11 条
[1]  
GIOFFRE M, 1999, P 10 INT C WIND ENG, V3, P1773
[2]   OPTIMIZED PEAK LOAD DISTRIBUTIONS [J].
HOLMES, JD .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1992, 41 (1-3) :267-276
[3]   DISTRIBUTION OF PEAK WIND LOADS ON A LOW-RISE BUILDING [J].
HOLMES, JD .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1988, 29 (1-3) :59-67
[4]   Design wind loads for low-rise buildings: A critical review of wind load specifications for industrial buildings [J].
Kasperski, M .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1996, 61 (2-3) :169-179
[5]   EXTREME WIND LOAD DISTRIBUTIONS FOR LINEAR AND NONLINEAR DESIGN [J].
KASPERSKI, M .
ENGINEERING STRUCTURES, 1992, 14 (01) :27-34
[6]   PROBABILITY DISTRIBUTIONS OF RESPONSE OF BHP HOUSE TO WIND ACTION AND MODEL COMPARISONS [J].
MELBOURNE, WH .
JOURNAL OF INDUSTRIAL AERODYNAMICS, 1975, 1 (02) :167-175
[7]   Gust buffeting and aeroelastic behaviour of poles and monotubular towers [J].
Solari, G ;
Pagnini, LC .
JOURNAL OF FLUIDS AND STRUCTURES, 1999, 13 (7-8) :877-905
[8]  
TAMURA Y, 1992, J WIND ENG IND AEROD, V43, P1841
[9]   Wind load combinations and extreme pressure distributions on low-rise buildings [J].
Tamura, Y ;
Kikuchi, H ;
Hibi, K .
WIND AND STRUCTURES, 2000, 3 (04) :279-289
[10]  
TAMURA Y, 2000, P 8 SPEC C PROB MECH
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