SHM of bridges: characterising thermal response and detecting anomaly events using a temperature-based measurement interpretation approach
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[1] Ian F. C. Smith,et al. Methodologies for model-free data interpretation of civil engineering structures , 2010 .
[2] Ranjan Ganguli,et al. Noise and Outlier Removal from Jet Engine Health Signals Using Weighted FIR Median Hybrid Filters , 2002 .
[3] Mustafa Gul,et al. Structural health monitoring and damage assessment using a novel time series analysis methodology with sensor clustering , 2011 .
[4] Rolands Kromanis,et al. Structural performance evaluation of bridges : characterizing and integrating thermal response , 2015 .
[5] William L. Gamble,et al. Nonlinear Temperature Distributions in Bridges at Different Locations in the United States , 1989 .
[6] Ian F. C. Smith,et al. Model-free data interpretation for continuous monitoring of complex structures , 2008, Adv. Eng. Informatics.
[7] Pennung Warnitchai,et al. Structural health monitoring of continuous prestressed concrete bridges using ambient thermal responses , 2012 .
[8] Dan M. Frangopol,et al. Structural Health Monitoring and Reliability Estimation: Long Span Truss Bridge Application With Environmental Monitoring Data , 2008 .
[9] You-Lin Xu,et al. Temperature effect on vibration properties of civil structures: a literature review and case studies , 2012 .
[10] Sharon L. Wood,et al. EVALUATION OF THE LONG-TERM PROPERTIES OF CONCRETE , 1992 .
[11] Prakash Kripakaran,et al. Support vector regression for anomaly detection from measurement histories , 2013, Adv. Eng. Informatics.
[12] Charles R. Farrar,et al. A summary review of vibration-based damage identification methods , 1998 .
[13] Alessandro De Stefano,et al. Vibration-based monitoring of civil infrastructure: challenges and successes , 2011 .
[14] Ian F. C. Smith,et al. Evaluating two model-free data interpretation methods for measurements that are influenced by temperature , 2011, Adv. Eng. Informatics.
[15] Jack H. Emanuel,et al. Length-Thermal Stress Relations for Composite Bridges , 1985 .
[16] Fernando A. Branco,et al. THERMAL ACTIONS FOR CONCRETE BRIDGE DESIGN , 1993 .
[17] Hoon Sohn,et al. Statistical Damage Classification Under Changing Environmental and Operational Conditions , 2002 .
[18] Ian F. C. Smith,et al. Combined Model-Free Data-Interpretation Methodologies for Damage Detection during Continuous Monitoring of Structures , 2013, J. Comput. Civ. Eng..
[19] Ian F. C. Smith,et al. Multimodel Structural Performance Monitoring , 2010 .
[20] Keith Worden,et al. Switching Response Surface Models for Structural Health Monitoring of Bridges , 2013 .
[21] Guido De Roeck,et al. One-year monitoring of the Z24-Bridge : environmental effects versus damage events , 2001 .
[22] P. Pillay,et al. Self-Powered Sensors for Monitoring of Highway Bridges , 2009, IEEE Sensors Journal.
[23] Elizabeth Cross,et al. Linear approaches to modeling nonlinearities in long-term monitoring of bridges , 2013 .
[24] Prakash Kripakaran,et al. Predicting thermal response of bridges using regression models derived from measurement histories , 2014 .
[25] Mustafa Gul,et al. Conceptual damage-sensitive features for structural health monitoring: Laboratory and field demonstrations , 2008 .
[26] Andrea Del Grosso,et al. A long-term static monitoring experiment on R.C. beams: damage identification under environmental effect , 2014 .
[27] Keith Worden,et al. Cointegration: a novel approach for the removal of environmental trends in structural health monitoring data , 2011, Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences.