Database-assisted design, standardization, and wind direction effects

被引:42
作者
Rigato, A [1 ]
Chang, P
Simiu, E
机构
[1] Univ Maryland, Dept Civil Engn, College Pk, MD 20742 USA
[2] Univ Maryland, Dept Civil Engn, College Pk, MD 20742 USA
来源
JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 2001年 / 127卷 / 08期
关键词
D O I
10.1061/(ASCE)0733-9445(2001)127:8(855)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The writers present a simple methodology, developed for use in design assisted by electronic aerodynamic and climatological databases (for short, database-assisted design), that allows a realistic assessment of wind directionality effects. The methodology is applied to typical low-rise industrial steel frame buildings with a rectangular shape in plan, located in hurricane-prone areas, and results are compared with results obtained by the procedure specified in the ASCE 7-98 Standard, which, for buildings, consists of applying a blanket directionality reduction factor k(d) = 0.85 to wind effects obtained by disregarding directionality. The results show that, for significant numbers of buildings in hurricane-prone areas, the use of the ASCE procedure can result in the underestimation of wind effects corresponding to strength design. They also show that database-assisted design for wind loads offers the potential for significantly more risk-consistent, safer, and economical design for buildings with both known and unknown orientation.
引用
收藏
页码:855 / 860
页数:6
相关论文
共 17 条
[1]  
[Anonymous], 1996, WIND EFFECTS STRUCTU
[2]  
[Anonymous], 1998, 798 ASCE
[3]  
ASCE, 1995, 795 ASCE
[4]  
BATTS M, 1980, J STRUCT DIV ASCE, V100, P2001
[5]  
*BSI, 1995, 6399 BSI
[6]  
DAVENPORT AG, 1977, P 2 INT C STRUCT SAF, P511
[7]  
ELLINGWOOD BR, 1980, 58 NBS
[8]   Estimates of hurricane wind speeds by "peaks over threshold" method [J].
Heckert, NA ;
Simiu, E ;
Whalen, T .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1998, 124 (04) :445-449
[9]  
LIN J, 1997, BLWTSS71997 U W ONT
[10]  
MINCIARELLI F, 2000, P MONT CARL METH ENG