Vibration Control of a Cable-Stayed Footbridge Using the Tension Changes of Cable

被引：7

作者：

Pakos, Wojciech ^{[1
]}

Wojcicki, Zbigniew ^{[1
]}

机构：

[1] Wroclaw Univ Technol, Wybrzeze South Wysplanskiego 27, PL-50370 Wroclaw, Poland

来源：

XXIII R-S-P SEMINAR, THEORETICAL FOUNDATION OF CIVIL ENGINEERING (23RSP) (TFOCE 2014) | 2014年 / 91卷

关键词：

a cable-stayed footbridge; cables; active vibration reduction; sensitivity analysis; eigenproblem; ACTIVE TENDON CONTROL; BRIDGES;

D O I：

10.1016/j.proeng.2014.12.036

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The paper presents the theoretical analysis for active reducing resonant vibration in cable-stayed footbridges. The method relies on changing the static tension in chosen cables. The tension changes cause a change in those natural frequencies that are close to the excitation frequency. The paper also seeks to establish which combinations of tensions in cables lead to the fastest change in the values of a chosen natural frequency. For this purpose eigenproblem sensitivity analysis, formulated for the structure according to the second order theory were used. The effectiveness of the method was tested using an FEM model of a footbridge. (C) The Authors. Published by Elsevier Ltd.

引用

页码：142 / 147

页数：6

共 50 条

[1] ANALYSIS OF HARMONIC VIBRATION OF CABLE-STAYED FOOTBRIDGE UNDER THE INFLUENCE OF CHANGES OF THE CABLES TENSION
Pakos, Wojciech
[J]. STUDIA GEOTECHNICA ET MECHANICA, 2015, 37 (03) : 63 - 71
[2] Dynamic behaviour of a cable-stayed footbridge with vibration absorbers
Kamaitis, Z
Notkus, A
[J]. 8TH INTERNATIONAL CONFERENCE ON MODERN BUILDING MATERIALS, STRUCTURES AND TECHNIQUES, 2004, : 508 - 513
[3] CABLE TENSIONING CONTROL AND MODAL IDENTIFICATION OF A CIRCULAR CABLE-STAYED FOOTBRIDGE
Rebelo, C.
Julio, E.
Varum, H.
Costa, A.
[J]. EXPERIMENTAL TECHNIQUES, 2010, 34 (04) : 62 - 68
[4] Cable tensioning control and modal identification of a circular cable-stayed footbridge
C. Rebelo
E. Júlio
H. Varum
A. Costa
[J]. Experimental Techniques, 2010, 34 : 62 - 68
[5] Modal identification of a cable-stayed footbridge
Cantieni, R.
[J]. LIFE-CYCLE OF STRUCTURAL SYSTEMS: DESIGN, ASSESSMENT, MAINTENANCE AND MANAGEMENT, 2015, : 1098 - 1105
[6] Estimation of cables' tension of cable-stayed footbridge using measured natural frequencies
Jakiel, Przemyslaw
Manko, Zbigniew
[J]. DYNAMICS OF CIVIL ENGINEERING AND TRANSPORT STRUCTURES AND WIND ENGINEERING (DYN-WIND'2017), 2017, 107
[7] PRELIMINARY DESIGN OF CABLE-STAYED FOOTBRIDGE
Curic, Ivan
Nikolic, Marin
Draganic, Hrvoje
Kraus, Ivan
[J]. ELECTRONIC JOURNAL OF THE FACULTY OF CIVIL ENGINEERING OSIJEK-E-GFOS, 2012, 4 : 24 - 36
[8] A dynamic analysis of cable vibration control on cable-stayed bridges
Wolfe, RW
Farran, HJ
Heninger, RB
[J]. COMPUTATIONAL FLUID AND SOLID MECHANICS 2003, VOLS 1 AND 2, PROCEEDINGS, 2003, : 755 - 758
[9] Dynamic identification and vibration serviceability assessment of a wooden cable-stayed footbridge
Nicoletti, Vanni
Tentella, Luca
Martini, Riccardo
Quarchioni, Simone
Carbonari, Sandro
Gara, Fabrizio
[J]. EUROPEAN ASSOCIATION ON QUALITY CONTROL OF BRIDGES AND STRUCTURES, EUROSTRUCT 2023, VOL 6, ISS 5, 2023, : 1174 - 1181
[10] Evaluation on Vibration Serviceability of a Cable-stayed Footbridge through Field Measurement
Cai, Hui
Chen, Bo
Xie, Weiping
Zhao, Na
[J]. ADVANCES IN ENVIRONMENTAL VIBRATION, 2011, : 568 - 574

← 1 2 3 4 5 →