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Journal Article 11

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2017 4

2012 1

2011 1

2009 3

2008 1

2007 1

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flutter derivatives 2

Box-Behnken method 1

Bridge aerodynamics 1

Bridge aeroelasticity 1

Buffeting 1

Buffeting response 1

Erection stage 1

Flutter 1

Flutter derivatives 1

Long-span bridges 1

MTMDs 1

Reynolds number effect 1

Self-anchored Suspension 1

Sobol’s sensitivity indices 1

Sutong Bridge 1

Sutong cable-stayed bridge 1

System identification 1

Turbulence effect 1

aerodynamic configuration 1

aerodynamic performance 1

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Comparisons of bridges flutter derivatives and generalized ones

Fuyou XU , Zhe ZHANG , Cailiang HUANG , Airong CHEN ,

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 3, Pages 272-278 doi: 10.1007/s11709-009-0042-1

Abstract: The concept of “generalized flutter derivative” is proposed, and its physical meaning isThe graphs of the generalized flutter derivatives of plate and Sutong Bridge section model are plottedThe characteristics of all generalized flutter derivatives are compared and analyzed, and their superioritiesThe results indicate that the physical meaning of generalized flutter derivatives are more explicit comparedthe nonlinearity properties of self-excited aerodynamic force of bridge according to the generalized flutter

Keywords： bridge flutter derivative generalized flutter derivative self-excited aerodynamic force Sutong Bridge

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Time-domain and frequency-domain approaches to identification of bridge flutter derivatives

Zhengqing CHEN

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 2, Pages 173-179 doi: 10.1007/s11709-009-0034-1

Abstract: Flutter derivatives are essential for flutter analysis of long-span bridges, and they are generally identifiedIt was shown that all the flutter derivatives of the thin-plate model identified with the frequency-domainMoreover, some of the flutter derivatives of each of the other two models identified with the two methodsMore precisely, the frequency-domain method usually results in smooth curves of the flutter derivativesThe formulation of time-domain method makes the identification results of flutter derivatives relatively

Keywords： long-span bridges wind-induced vibration flutter derivatives forced vibration test time-domain method

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Flutter control effect and mechanism of central-slotting for long-span bridges

YANG Yongxin, GE Yaojun, XIANG Haifan

Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 3, Pages 298-304 doi: 10.1007/s11709-007-0039-6

Abstract: The flutter control effect and mechanism of central-slotting, which have gradually been adopted in thedesign and construction of long-span bridges as an effective flutter controlling measure, were investigatedmodel tests and theoretical analyses based on the two-dimensional three-degrees-of-freedom coupling fluttermechanism and flutter modality of the five basic sections and their corresponding central-slotted sectionsformation and evolution of aerodynamic damping, and flutter modality especially the participation level

Keywords： aerodynamic configuration aerodynamic performance flutter mechanism aerodynamic stability theoretical

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Flutter stability and management strategy for the deck of Taizhou Bridge during construction stage

Li Chengcheng,Chen Airong and Ma Rujin

Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 46-50

Abstract: justify;">In this paper, Taizhou Bridge, a three-tower suspension bridge was investigated to discover the flutterThe assessment of flutter stability during deck construction stage was performed based on analysis ofIn the end, the assessment and management strategy of flutter stability were proposed, which can be referred

Keywords： multi tower suspension bridge construction stage flutter stability management strategy

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efficiency optimization and Sobol’s sensitivity indices of MTMDs design parameters for buffeting and flutter

Nazim Abdul NARIMAN

Frontiers of Structural and Civil Engineering 2017, Volume 11, Issue 1, Pages 66-89 doi: 10.1007/s11709-016-0356-8

Abstract: This paper studies optimization of three design parameters (mass ratio, frequency ratio and damping ratio) of multiple tuned mass dampers MTMDs that are applied in a cable stayed bridge excited by a strong wind using minimax optimization technique. ABAQUS finite element program is utilized to run numerical simulations with the support of MATLAB codes and Fast Fourier Transform FFT technique. The optimum values of these three parameters are validated with two benchmarks from the literature, first with Wang and coauthors and then with Lin and coauthors. The validation procedure detected a good agreement between the results. Box-Behnken experimental method is dedicated to formulate the surrogate models to represent the control efficiency of the vertical and torsional vibrations. Sobol’s sensitivity indices are calculated for the design parameters in addition to their interaction orders. The optimization results revealed better performance of the MTMDs in controlling the vertical and the torsional vibrations for higher mode shapes. Furthermore, the calculated rational effects of each design parameter facilitate to increase the control efficiency of the MTMDs in conjunction with the support of the surrogate models.

Keywords： MTMDs power spectral density fast Fourier transform minimax optimization technique Sobol’s sensitivity indices Box-Behnken method

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Computational fluid dynamic analysis of flutter characteristics for self-anchored suspension bridges

ZHU Zhiwen, WANG Zhaoxiang, CHEN Zhengqing

Frontiers of Structural and Civil Engineering 2008, Volume 2, Issue 3, Pages 267-273 doi: 10.1007/s11709-008-0034-6

Abstract: essentials and procedures of computational fluid dynamics (CFD) simulation applicable to evaluating flutterThe proposed methods are employed to identify flutter derivatives of the bridge deck of the Sanchaji

Keywords： discretization computational description Self-anchored Suspension simulation applicable

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A Comparative Assessment of Aerodynamic Models for Buffeting and Flutter of Long-Span Bridges

Igor Kavrakov, Guido Morgenthal

Engineering 2017, Volume 3, Issue 6, Pages 823-838 doi: 10.1016/j.eng.2017.11.008

Abstract: The critical flutter velocities are also compared for the selected models under laminar flow.

Keywords： Buffeting Flutter Long-span bridges Bridge aerodynamics Bridge aeroelasticity Erection stage

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A novel structural modification to eliminate the early coupling between bending and torsional mode shapes in a cable stayed bridge

Nazim Abdul NARIMAN

Frontiers of Structural and Civil Engineering 2017, Volume 11, Issue 2, Pages 131-142 doi: 10.1007/s11709-016-0376-4

Abstract: steel beams declared a safer structure against vertical and torsional vibrations and rarely expected flutter

Keywords： aeroelastic instability structural damping flutter wind speed bending stiffness torsional stiffness

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Investigation of Turbulence Effects on the Aeroelastic Properties of a Truss Bridge Deck Section

Hoang Trong Lam, Hiroshi Katsuchi, Hitoshi Yamada

Engineering 2017, Volume 3, Issue 6, Pages 845-853 doi: 10.1016/j.eng.2017.10.001

Abstract:

This paper presents the flutter derivatives (FDs) extracted from a stochastic system identificationThe objective of the study is to investigate the effects of oncoming turbulence on the flutter of suspended

Keywords： Flutter derivatives System identification Turbulence effect Buffeting response

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Wind resistance challenges and fundamental research on long-span bridges

Xiang Haifan,Ge Yaojun

Strategic Study of CAE 2011, Volume 13, Issue 9, Pages 8-21

Abstract: engineering projects related to wind resistance challenges on three types of long span bridges, including fluttervibration, vortex shedding vibration and control of arch bridges, and the refinements on aerodynamic flutterThe long-span cable-stayed bridges with a 1 000 m main span have high enough critical flutter speed,analysis method as 3D bridge flutter precise analysis, the bridge buffeting frequency-domain analysisunder skew wind action, the bridge flutter and buffeting reliability evaluation method based on second

Keywords： suspension bridge cable stayed bridge arch bridge flutter instability buffeting response vortex

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Aerodynamic problems of cable-stayed bridges spanning over one thousand meters

Chen Airong,Ma Rujin,Wang Dalei

Strategic Study of CAE 2009, Volume 11, Issue 3, Pages 31-37

Abstract: cable-stayed bridge are investigated based on Sutong Bridge.Dynamic properies, wind loading, identification of flutterIdentification method of flutter derivatives through full aeroelastic bridge model is proposed.

Keywords： Sutong cable-stayed bridge dynamic properties suitsble system Reynolds number effect flutter derivatives