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