Implementation of a Complete Vibration Monitoring System on Irish Rail Bridge D 1 . 5

[1]  Al Badran,et al.  STRUCTURAL RELIABILITY ANALYSIS OF CORRODED STEEL GIRDER BRIDGE , 2013 .

[2]  Tiedo Tinga,et al.  Principles of Loads and Failure Mechanisms: Applications in Maintenance, Reliability and Design , 2013 .

[3]  E. C. Mikulcik,et al.  A method for the direct identification of vibration parameters from the free response , 1977 .

[4]  Spilios D. Fassois,et al.  FS–TARMA Models for Non–Stationary Vibration Analysis: An overview and comparison , 2009 .

[5]  Jan Bien,et al.  Modal Analysis of Bridge Structures by Means of Forced Vibration Tests , 2011 .

[6]  Andrzej Świercz,et al.  Structural health monitoring of a railway truss bridge using vibration-based and ultrasonic methods , 2011 .

[7]  Tiedo Tinga,et al.  Aligning PHM, SHM and CBM by understanding the physical system failure behaviour , 2014 .

[8]  M. Cardoso,et al.  Operational modal analysis of road-rail bridge , 2015 .

[9]  Shiqiang Qin,et al.  Output-Only Modal Analysis Based on Improved Empirical Mode Decomposition Method , 2015 .

[10]  Johan Wiberg,et al.  Railway bridge response to passing trains: measurements and FE model updating , 2009 .

[11]  James M. W. Brownjohn,et al.  ARMA modelled time-series classification for structural health monitoring of civil infrastructure , 2008 .

[12]  Merit Enckell Lessons Learned in Structural Health Monitoring of Bridges Using Advanced Sensor Technology , 2011 .

[13]  Spilios D. Fassois,et al.  Parametric time-domain methods for non-stationary random vibration modelling and analysis — A critical survey and comparison , 2006 .

[14]  Dayakar Penumadu,et al.  Damage identification of a full-scale five-girder bridge using time-series analysis of vibration data , 2016 .

[15]  Guido De Roeck,et al.  Operational modal analysis of a high-speed railway bridge: the Jalon viaduct , 2012 .

[16]  Z. Q. Chen,et al.  EMD-based random decrement technique for modal parameter identification of an existing railway bridge , 2011 .

[17]  W. Zhu,et al.  Effect of corrosion on the mechanical properties of the corroded reinforcement and the residual structural performance of the corroded beams , 2014 .

[18]  Raid Karoumi,et al.  Monitoring traffic loads and dynamic effects using an instrumented railway bridge , 2005 .

[19]  Poul Henning Kirkegaard,et al.  Identification of Civil Engineering Structures using Vector ARMA Models , 1998 .

[20]  Filipe Magalhães,et al.  Recent perspectives in dynamic testing and monitoring of bridges , 2013 .

[21]  Raid Karoumi,et al.  Implementing bridge weigh-in-motion for railway traffic , 2007 .

[22]  Daniel Imhof Risk Assessment of Existing Bridge Structures , 2008 .

[23]  Laurent Mevel,et al.  Structural health monitoring with statistical methods during progressive damage test of S101 Bridge , 2014 .

[24]  Rune Brincker,et al.  Modal identification of output-only systems using frequency domain decomposition , 2001 .

[25]  Salam Rahmatalla,et al.  Integration of bridge damage detection concepts and components, volume II : acceleration-based damage detection. , 2013 .

[26]  Andrzej S. Nowak,et al.  Capacity Loss Due to Corrosion in Steel-Girder Bridges , 1989 .

[27]  Konrad Bergmeister,et al.  Global monitoring concept for bridges , 2000, Smart Structures.

[28]  E. Peter Carden,et al.  Vibration Based Condition Monitoring: A Review , 2004 .

[29]  P. Guillaume,et al.  Operational modal analysis for estimating the dynamic properties of a stadium structure during a football game , 2007 .

[30]  Ayaho Miyamoto,et al.  A Comparative Study of Modal Parameter Identification Based on Wavelet and Hilbert–Huang Transforms , 2006, Comput. Aided Civ. Infrastructure Eng..

[31]  Alison B. Flatau,et al.  Review Paper: Health Monitoring of Civil Infrastructure , 2003 .

[32]  Rune Brincker,et al.  An Overview of Operational Modal Analysis: Major Development and Issues , 2005 .

[33]  Seung-Kyoung Lee Current State of Bridge Deterioration in the U.S.—Part 2 , 2012 .

[34]  Joaquim Figueiras,et al.  Evaluation of a strain monitoring system for existing steel railway bridges , 2012 .

[35]  David L. Brown,et al.  Parameter Estimation Techniques for Modal Analysis , 1979 .

[36]  Jorge Rodrigues Dynamic performance of a steel truss bridge under railway traffic , 2002 .

[37]  Sindre Aavik Schanke Operational Modal Analysis of Large Bridges , 2015 .

[38]  Alejandro P Ojeda MATLAB implementation of an operational modal analysis technique for vibration-based structural health monitoring , 2012 .

[39]  Charles R. Farrar,et al.  A summary review of vibration-based damage identification methods , 1998 .

[40]  David Cebon,et al.  Modal testing of two highway bridges , 1993 .

[41]  Kadir Ozakgul,et al.  Assessment of existing steel railway bridges , 2012 .

[42]  Pizhong Qiao,et al.  Vibration-based Damage Identification Methods: A Review and Comparative Study , 2011 .

[43]  J. Meredith,et al.  Empirical Mode Decomposition of the acceleration response of a prismatic beam subject to a moving load to identify multiple damage locations , 2015 .

[44]  D. Inaudi,et al.  Overview of 40 Bridge Structural Health Monitoring Projects , 2009 .

[45]  Chul-Woo Kim,et al.  Modal-parameter identification and vibration-based damage detection of a damaged steel truss bridge , 2016 .

[46]  Ignacio Gonzalez Study and application of modern bridge monitoring techniques , 2011 .