TY - JOUR
T1 - Conditional simulation of 3D nonstationary wind field for sea-crossing bridges
AU - Huang, Zifeng
AU - Xu, You Lin
AU - Xia, Yong
N1 - Funding Information:
The works described in this paper are financially supported by the Ministry of Science and Technology of China through the National Key R&D Program (Project No. 2019YFB1600700) to which the authors are most grateful.
Publisher Copyright:
© The Author(s) 2022.
PY - 2022/9
Y1 - 2022/9
N2 - This paper presents a framework for the conditional simulation of a 3D nonstationary wind field for super-long sea-crossing bridges based on wind speed time histories measured by limited anemometers on site. The variations of wind characteristics along the bridge deck with multi-elements are considered in this framework. The wind characteristics, including mean wind speeds, mean wind directions, turbulence intensities, turbulence integral scales, evolutionary wind spectra and spectral parameters, coherence functions and function parameters, at the measurement points are first obtained by analyzing the measured wind speed time histories. The wind characteristics are then extended over all the simulation points along the deck of the sea-crossing bridge using the spatial interpolation method and considering the variation of deck height above the sea level using the profiles of mean wind speeds, turbulence intensities and turbulence integral scales estimated from the measured wind speed time histories. After working out wind cross correlation functions, wind speed time histories at all simulation points over the sea-crossing bridge can be conditionally simulated. The proposed framework is finally applied to a real 22.9 km sea-crossing bridge under Typhoon Higos. The conditionally simulated wind speed time histories at all simulation points of the bridge are acceptable and consist a complete wind field which can be used for the buffeting analysis of the bridge.
AB - This paper presents a framework for the conditional simulation of a 3D nonstationary wind field for super-long sea-crossing bridges based on wind speed time histories measured by limited anemometers on site. The variations of wind characteristics along the bridge deck with multi-elements are considered in this framework. The wind characteristics, including mean wind speeds, mean wind directions, turbulence intensities, turbulence integral scales, evolutionary wind spectra and spectral parameters, coherence functions and function parameters, at the measurement points are first obtained by analyzing the measured wind speed time histories. The wind characteristics are then extended over all the simulation points along the deck of the sea-crossing bridge using the spatial interpolation method and considering the variation of deck height above the sea level using the profiles of mean wind speeds, turbulence intensities and turbulence integral scales estimated from the measured wind speed time histories. After working out wind cross correlation functions, wind speed time histories at all simulation points over the sea-crossing bridge can be conditionally simulated. The proposed framework is finally applied to a real 22.9 km sea-crossing bridge under Typhoon Higos. The conditionally simulated wind speed time histories at all simulation points of the bridge are acceptable and consist a complete wind field which can be used for the buffeting analysis of the bridge.
KW - Conditional simulation
KW - field wind measurement
KW - nonstationary wind field
KW - sea-crossing bridge
KW - typhoon higos
UR - http://www.scopus.com/inward/record.url?scp=85130995383&partnerID=8YFLogxK
U2 - 10.1177/13694332221102223
DO - 10.1177/13694332221102223
M3 - Journal article
AN - SCOPUS:85130995383
SN - 1369-4332
VL - 25
SP - 2508
EP - 2526
JO - Advances in Structural Engineering
JF - Advances in Structural Engineering
IS - 12
ER -