Wind and Structures

Volume 7, Number 3, 2004, pages 173-186

DOI: 10.12989/was.2004.7.3.173

Determination of flutter derivatives by stochastic subspace identification technique

Xian-rong Qin and Ming Gu

Abstract

Flutter derivatives provide the basis of predicting the critical wind speed in flutter and buffeting analysis of long-span cable-supported bridges. In this paper, one popular stochastic system identification technique, covariance-driven Stochastic Subspace Identification(SSI in short), is firstly presented for estimation of the flutter derivatives of bridge decks from their random responses in turbulent flow. Secondly, wind tunnel tests of a streamlined thin plate model and a P type blunt bridge section model are conducted in turbulent flow and the flutter derivatives are determined by SSI. The flutter derivatives of the thin plate model identified by SSI are very comparable to those identified by the unifying least-square method and Theodorson

Key Words

flutter derivative; modal parameter identification; stochastic subspace identification (SSI); wind-induced vibration; bridge structure.

Address

Xian-rong Qin and Ming Gu; State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, 1239 Si-ping Road, Shanghai, 200092, P. R. China