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Research on wind field characteristics measured in U-shaped valley at bridge site by Lidar

 Research on wind field characteristics measured in U-shaped valley at bridge site by Lidar
Autor(en): , , ,
Beitrag für IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022, veröffentlicht in , S. 733-741
DOI: 10.2749/nanjing.2022.0733
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Currently, research on wind fields of U-shaped valleys is rarely reported. In order to study the wind characteristics in a mountainous U-shaped valley, a lidar was placed at a bridge site located i...
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Bibliografische Angaben

Autor(en): (Chang’an University, Xi’an, Shannxi, China)
(Chang’an University, Xi’an, Shannxi, China)
(Chang’an University, Xi’an, Shannxi, China)
(Chang’an University, Xi’an, Shannxi, China)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022
Veröffentlicht in:
Seite(n): 733-741 Anzahl der Seiten (im PDF): 9
Seite(n): 733-741
Anzahl der Seiten (im PDF): 9
DOI: 10.2749/nanjing.2022.0733
Abstrakt:

Currently, research on wind fields of U-shaped valleys is rarely reported. In order to study the wind characteristics in a mountainous U-shaped valley, a lidar was placed at a bridge site located in a U-shaped valley. Then, nearly 6 months of original data ranging from 0 m to 810 m were analyzed statistically. It was found that the wind parameters are correlated among different virtual wind towers (VWTs). The wind speed profile is divided into three categories: disordered, linear and nonlinear. The wind direction is consistent with the main wind direction at the bridge site and the average wind direction of different VWTs has a high consistency. The concept of wind-direction deflection rate is put forward to describe the variation of wind direction with height. These measured wind parameters could be used as a reference for bridge wind- resistant design.

Copyright: © 2022 International Association for Bridge and Structural Engineering (IABSE)
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