Abstract

Numerical simulation of the turbulent wind field on long-span bridges is an important task in structural buffeting analysis when it comes to the system non-linearity. As for non-stationary extreme wind events, some efforts have been paid to update the classic spectral representation method (SRM) and the fast Fourier transform (FFT) has been introduced to improve the computational efficiency. Here, the non-negative matrix factorization-based FFT-aided SRM has been updated to generate not only the horizontal non-stationary turbulent wind field, but also the vertical one. Specifically, the evolutionary power spectral density (EPSD) is estimated to characterize the non-stationary feature of the field-measured wind data during Typhoon Wipha at the Runyang Suspension Bridge (RSB) site. The coherence function considering the phase angles is utilized to generate the turbulent wind fields for towers. The simulation accuracy is validated by comparing the simulated and target auto-/cross-correlation functions. Results show that the updated method performs well in generating the non-stationary turbulent wind field. The obtained wind fields will provide the research basis for analyzing the non-stationary buffeting behavior of the RSB and other wind-sensitive structures in adjacent regions.

Highlights

  • Flexible long-span bridges are susceptible to extreme wind

  • The reliability of the estimated evolutionary power spectral density (EPSD) was validated by comparing the averaging EPSDs with the power spectral density (PSDs) calculated by the Pwelch method [26]

  • The H jm (ω, t) can be further factorized using the negative matrix factorization (NMF), the fast Fourier transform (FFT) technique can be utilized in the non-stationary spectral representation method (SRM)

Read more

Summary

Introduction

Flexible long-span bridges are susceptible to extreme wind. As one of the wind-induced structural responses, bridge buffeting has been the concern of engineers for a long time [1]. As for time domain analysis, numerical integration is selected to solve the buffeting responses, the non-linear and aerodynamic behaviors of long-span bridges can be considered [7,8]. Sci. 2019, 9, 5506 it is significant to conduct non-stationary wind field simulation for analyzing non-stationary buffeting in the time domain. Wang et al [19] developed a FFT-aided SRM to simulate the non-stationary turbulent wind field of the bridge deck based on the non-negative matrix factorization (NMF). The existing NMF-based FFT-aided SRM, which cannot simulate the vertical turbulent wind field, is updated to consider both the horizontal and vertical ones. The non-stationary turbulent wind fields for the girder and tower of the RSB are generated using the updated NMF-based SRM. The reliability of the updated method is verified by comparing the estimated correlation functions and the target ones

Related Works
Evolutionary
Simulation of Non-Stationary Process Using the Classic SRM
The Updated Algorithm Considering Vertical Turbulent Wind Field
The Hypotheses
G10 G11
NMF of the Measured Decomposed EPSDs
Turbulent Wind Field Simulation for the Main Girder
Comparison ofofestimated functionsand and target ones
Turbulent Wind Field Simulation for Towers
Details
Conclusions
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call