Parametric study of a rapid bridge assessment method using distributed macro-strain influence envelope line
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Gang Wu | Bitao Wu | C. Yang | Yang Caiqian | Yang Caiqian
[1] O. S. Salawu. Detection of structural damage through changes in frequency: a review , 1997 .
[2] N. Huang,et al. The empirical mode decomposition and the Hilbert spectrum for nonlinear and non-stationary time series analysis , 1998, Proceedings of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences.
[3] T Ojio,et al. BRIDGE WEIGH-IN-MOTION SYSTEMS USING STRINGERS OF PLATE GIRDER BRIDGES , 2002 .
[4] Maria Q. Feng,et al. Effect of vehicle weight on natural frequencies of bridges measured from traffic-induced vibration , 2003 .
[5] C. Manohar,et al. Nonlinear reduced models for beam damage detection using data on moving oscillator–beam interactions , 2004 .
[6] E. Peter Carden,et al. Vibration Based Condition Monitoring: A Review , 2004 .
[7] James M. W. Brownjohn,et al. Development of fiber Bragg grating sensors for monitoring civil infrastructure , 2005 .
[8] Tommy H.T. Chan,et al. Fiber Bragg grating sensors for structural health monitoring of Tsing Ma bridge : Background and experimental observation , 2006 .
[9] Zhishen Wu,et al. Two-level Damage Detection Strategy Based on Modal Parameters from Distributed Dynamic Macro-strain Measurements , 2007 .
[10] Zhishen Wu,et al. Development of Distributed Long-gage Fiber Optic Sensing System for Structural Health Monitoring , 2007 .
[11] T. K. Gangopadhyay,et al. Fibre Bragg gratings in structural health monitoring—Present status and applications , 2008 .
[12] Sang-Youl Lee,et al. Identification of a Distribution of Stiffness Reduction in Reinforced Concrete Slab Bridges Subjected to Moving Loads , 2009 .
[13] John T. DeWolf,et al. Long-term Structural Health Monitoring of a Multi-girder Steel Composite Bridge Using Strain Data , 2009 .
[14] Z. Duan,et al. Simultaneous identification of moving masses and structural damage , 2010 .
[15] Jun Li,et al. Updating the reliability of a concrete bridge structure based on condition assessment with uncertainties , 2010 .
[16] Y. Y. Li,et al. Hypersensitivity of strain-based indicators for structural damage identification: A review , 2010 .
[17] Wei Fan,et al. Vibration-based Damage Identification Methods: A Review and Comparative Study , 2011 .
[18] B. Glisic,et al. Influence of the gauge length on the accuracy of long-gauge sensors employed in monitoring of prismatic beams , 2011 .
[19] Pizhong Qiao,et al. Vibration-based Damage Identification Methods: A Review and Comparative Study , 2011 .
[20] Mustafa Gul,et al. Nonparametric analysis of structural health monitoring data for identification and localization of changes: Concept, lab, and real-life studies , 2012 .
[21] B. Glisic,et al. Influence of mechanical and geometrical properties of embedded long-gauge strain sensors on the accuracy of strain measurement , 2012 .
[22] Zhishen Wu,et al. Investigation on the damage identification of bridges using distributed long-gauge dynamic macrostrain response under ambient excitation , 2012 .
[23] Junwon Seo,et al. Summary Review of Structural Health Monitoring Applications for Highway Bridges , 2016 .
[24] Caiqian Yang,et al. Damage identification and bearing capacity evaluation of bridges based on distributed long-gauge strain envelope line under moving vehicle loads , 2016 .
[25] Siu-Seong Law,et al. Recent developments in inverse problems of vehicle–bridge interaction dynamics , 2016 .
[26] Maria Q. Feng,et al. Output‐only damage detection using vehicle‐induced displacement response and mode shape curvature index , 2016 .