Abstract

Problem statement: Flutter derivatives are the essential parameters in the estimations of the flutter critical wind velocity and the responses of long-span cable supported bridges. These derivatives can be experimentally estimated from wind tunnel test results. Generally, wind tunnel test methods can be divided into free decay test and buffeting test. Compared with the free decay method, the buffeting test is simpler but its outputs appear random-like. This makes the flutter derivatives extraction from its outputs more difficult and then a more advanced system identification is required. Most of previous studies have used deterministic system identification techniques, in which buffeting forces and responses are considered as noises. These previous techniques were applicable only to the free decay method. They also confronted some difficulties in extracting flutter derivatives at high wind speeds and under turbulence flow cases where the buffeting responses dominate. Approach: In this study, the covariance-driven stochastic subspace identification technique (SSI-COV) was presented to extract the flutter derivatives of bridge decks from the buffeting test results. An advantage of this method is that it considers the buffeting forces and responses as inputs rather than as noises. Numerical simulations and wind tunnel tests of a streamlined thin plate model conducted under smooth flow by the free decay and the buffeting tests were used to validate the applicability of the SSI-COV method. Then, wind tunnel tests of a two-edge girder blunt type of Industrial-Ring-Road Bridge deck (IRR) were conducted under smooth and turbulence flow. Results: The identified flutter derivatives of the thin plate model by the SSI-COV technique agree well with those obtained theoretically. The results from the thin plate and the IRR Bridge deck validated the reliability and applicability of the SSI-COV technique to various experimental methods and conditions of wind flow. Conclusion/Recommendations: The SSI-COV was successfully employed to identify flutter derivatives of bridge decks with reliable results. It is a proven technique that can be readily applied to identify flutter derivatives of other bridge decks either by the free decay or the buffeting tests.

Highlights

  • Long-span cable-supported bridges are highly susceptible to wind excitation because of their inherent flexibility and low structural damping

  • A wind-induced aerodynamic force can be divided into two parts: a buffeting force that depends on the turbulence of incoming flow and an aeroelastic force that originates in the interaction between the airflow and the bridge motion

  • Numerical simulation tests: In order to validate the applicability of the covariance-driven SSI technique in flutter derivatives estimation of bridge decks, numerical simulations of signals from different test methods are first carried out

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Summary

INTRODUCTION

Long-span cable-supported bridges are highly susceptible to wind excitation because of their inherent flexibility and low structural damping. Compared with the free decay method, the buffeting test is simpler in the test methodology, more cost effective and more closely related to real bridge behaviors under wind flow, but with a disadvantage that the outputs appear randomlike This makes the parameters extraction more difficult and a more advanced system identification is required. Examples of previous deterministic system identification that were applied to the free decay method included Scanlan’s method[2], Poulsen’s method[3], Modified Ibrahim method (MITD)[4] and Unified Least Square method (ULS)[5] In these system identification techniques, the buffeting forces and their responses are regarded as external noises, the identification process requires many iterations[3,4,5]. Tests were conducted in TU-AIT Boundary Layer Wind Tunnel in Thammasat University, the longest and the largest wind tunnel in Thailand

MATERIALS AND METHODS
RESULTS AND DISCUSSION
CONCLUSION
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