Passive and Adaptive Damping Systems for Vibration Mitigation and Increased Fatigue Service Life of a Tied Arch Railway Bridge

Author:

Andersson Andreas12,O'Connor Alan34,Karoumi Raid5

Affiliation:

1. Department of Civil & Architectural Engineering; the Royal Institute of Technology

2. The Swedish Transport Administration (Trafikverket); Solna Strandväg 98 Solna Sweden

3. Roughan & O'Donovan Innovative Solutions; Arena House, Arena Road, Sandyford Dublin 18 Ireland

4. Trinity College Dublin; College Green; Dublin 2 Ireland

5. Department of Civil & Architectural Engineering; the Royal Institute of Technology (KTH); Brinellvägen 23 Stockholm Sweden

Funder

European Commission

Swedish Transport Administration

Publisher

Wiley

Subject

Computational Theory and Mathematics,Computer Graphics and Computer-Aided Design,Computer Science Applications,Civil and Structural Engineering

Reference38 articles.

1. Wavelet-hybrid feedback-least mean square algorithm for robust control of structures;Adeli;Journal of Structural Engineering,2004

2. Control of structural response under earthquake excitation;Aldemir;Computer-Aided Civil and Infrastructure Engineering,2012

3. Wavelet PSO-based LQR algorithm for optimal structural control using active tuned mass dampers;Amini;Computer-Aided Civil and Infrastructure Engineering,2013

4. A wavelet-based adaptive pole assignment method for structural control;Amini;Computer-Aided Civil and Infrastructure Engineering,2014

5. Andersson , A. Malm , R. 2004 Measurement evaluation and FEM simulation of bridge dynamics

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