[图书][B] A modern course in aeroelasticity
EH Dowell - 2021 - books.google.com
This book is the sixth edition. It is suitable for one or more courses at the advanced
undergraduate level and graduate level to cover the field of aeroelasticity. It is also of value …
undergraduate level and graduate level to cover the field of aeroelasticity. It is also of value …
Identification of aeroelastic parameters of flexible bridges
PP Sarkar, NP Jones, RH Scanlan - Journal of Engineering …, 1994 - ascelibrary.org
Simultaneous extraction of all the aeroelastic parameters of a flexible bridge deck from a
single section-model test has been a desirable goal not fully attained in the past. In the work …
single section-model test has been a desirable goal not fully attained in the past. In the work …
Aeroelastic analysis of cable-stayed bridges
RH Scanlan, NP Jones - Journal of Structural Engineering, 1990 - ascelibrary.org
The aeroelastic response of cable-stayed bridges to wind is a complex interaction of
aerodynamic loading and coupled structural motion. The present paper presents an …
aerodynamic loading and coupled structural motion. The present paper presents an …
Problematics in formulation of wind-force models for bridge decks
RH Scanlan - Journal of engineering mechanics, 1993 - ascelibrary.org
The present paper concentrates on two-dimensional static and dynamic fluid-structure force
effects. Forces acting on elongated bluff bodies like long-span bridge decks have been …
effects. Forces acting on elongated bluff bodies like long-span bridge decks have been …
[图书][B] Structural sensing, health monitoring, and performance evaluation
D Huston - 2010 - books.google.com
Written by a highly respected expert in the field, this book provides the first comprehensive
coverage of SHM. It reviews the various types of sensors currently used in SHM and …
coverage of SHM. It reviews the various types of sensors currently used in SHM and …
Stochastic stability of bridges considering coupled modes
CG Bucher, YK Lin - Journal of Engineering Mechanics, 1988 - ascelibrary.org
The stability of bridge structures in turbulent wind is investigated. The structural model is
chosen to be a two-degree-of-freedom system representing the first torsional and vertical …
chosen to be a two-degree-of-freedom system representing the first torsional and vertical …
A novel forced motion apparatus with potential applications in structural engineering
L Zhao, X Xie, Y Zhan, W Cui, Y Ge, Z Xia, S Xu… - Journal of Zhejiang …, 2020 - Springer
This paper reviews the development of forced motion apparatuses (FMAs) and their
applications in wind engineering. A kind of FMA has been developed to investigate …
applications in wind engineering. A kind of FMA has been developed to investigate …
Humber bridge full-scale measurement campaigns 1990–1991
JMW Brownjohn, M Bocciolone, A Curami… - Journal of Wind …, 1994 - Elsevier
Abstract The Humber Bridge was the subject of an extensive monitoring campaign during
1990 and 1991 during which a large body of experimental data describing the loading and …
1990 and 1991 during which a large body of experimental data describing the loading and …
Experimental investigation of flutter characteristics of shallow Π section at post-critical regime
Y Tang, XG Hua, ZQ Chen, Y Zhou - Journal of Fluids and Structures, 2019 - Elsevier
The aeroelastic response of a bridge deck at post-critical regime of flutter is featured by limit
cycle oscillation (LCO) due to nonlinearities in both fluid and structural-dynamics. In this …
cycle oscillation (LCO) due to nonlinearities in both fluid and structural-dynamics. In this …
System identification for estimation of flutter derivatives
PP Sarkar, NP Jones, RH Scanlan - Journal of Wind Engineering and …, 1992 - Elsevier
Identification of aeroelastic parameters (eg, flutter derivatives) is necessary to predict the
response of long-span bridge structures to wind loading. Traditional methods have enabled …
response of long-span bridge structures to wind loading. Traditional methods have enabled …