Effect of tornado near-ground winds on aerodynamic characteristics of the high-speed railway viaduct

被引:7
作者
Zou, Simin
He, Xuhui [1 ]
机构
[1] Cent South Univ, Sch Civil Engn, Changsha 410075, Peoples R China
关键词
Tornado; Computational fluid dynamics; Near-ground winds; High-speed railway; Aerodynamic characteristics; Bridges; SOUTH-DAKOTA; DOPPLER RADAR; 1998; SPENCER; SWIRL RATIO; FIELD; SIMULATIONS; RESPONSES; EVOLUTION; DAMAGE; STORM;
D O I
10.1016/j.engstruct.2022.115189
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The tornado is in direct contact with the underlying surface, which causes damage and indicates the vortex structure close to the ground. Accordingly, the maximum wind velocity generally could occur near the ground, potentially exposing the infrastructure to higher wind loads. However, one of the biggest challenges facing tornado research is characterizing the wind structure very near the surface due to the limitation of the data by using Doppler weather Radar. Considering the advantage of the high-fidelity computational fluid dynamics (CFD) models, this study aims to investigate the aerodynamic characteristics of a high-speed railway viaduct under tornado near-surface winds. More specifically, in light of limited full-scale data to arrive at a consensus on quantifying key parameters characterizing the tornado flow and near-surface winds, firstly. Secondly, tornado radar-measured data and a theoretical analysis model were utilized to validate the accuracy of the numerical method adopted in this study. Thirdly, the wind pressure distribution on the bridge is validated using the wind tunnel experimental data in Central South University(CSU), and the comparison between the simulational bridge and the measured data under crosswind was satisfactory. Finally, a comprehensive modeling strategy compre-hensively investigates the aerodynamic characteristics of a high-speed railway viaduct under a tornado near -surface wind.
引用
收藏
页数:12
相关论文
共 44 条
[1]   The 30 May 1998 Spencer, South Dakota, storm. Part I: The structural evolution and environment of the tornadoes [J].
Alexander, CR ;
Wurman, J .
MONTHLY WEATHER REVIEW, 2005, 133 (01) :72-96
[2]  
American Nuclear Society, 2011, EST TORN HURR EXTR S
[3]  
Ammann O. H., 1941, The failure of the Tacoma narrows bridge
[4]  
Bluestein HB, 2000, B AM METEOROL SOC, V81, P2939, DOI 10.1175/1520-0477(2000)081<2939:OOTAOC>2.3.CO
[5]  
2
[6]   Physical simulations on wind loading characteristics of streamlined bridge decks under tornado-like vortices [J].
Cao, Jinxin ;
Ren, Shaolan ;
Cao, Shuyang ;
Ge, Yaojun .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2019, 189 :56-70
[7]  
CHURCH CR, 1979, J ATMOS SCI, V36, P1755, DOI 10.1175/1520-0469(1979)036<1755:COTLVA>2.0.CO
[8]  
2
[9]  
Davies-Jones R., 2001, Amer. Meteor. Soc, P167
[10]   Design, construction and performance of a large tornado simulator for wind engineering applications [J].
Haan, Fred L., Jr. ;
Sarkar, Partha P. ;
Gallus, William A. .
ENGINEERING STRUCTURES, 2008, 30 (04) :1146-1159