Frontier of continuous structural health monitoring system for short & medium span bridges and condition assessment
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[1] Yozo Fujino,et al. Structural Health Monitoring and Intelligent Infrastructure , 2005 .
[2] Akira Mita,et al. Damage index sensor for smart structures , 2004 .
[3] Seamus D. Garvey,et al. Automatic choice of measurement locations for dynamic testing , 1994 .
[4] Ayaho Miyamoto,et al. SENSITIVITY ANALYSIS OF MECHANICAL BEHAVIORS FOR BRIDGE DAMAGE ASSESSMENT , 2012 .
[5] F. Udwadia. Methodology for Optimum Sensor Locations for Parameter Identification in Dynamic Systems , 1994 .
[6] Keith Worden,et al. Optimal sensor placement for fault detection , 2001 .
[7] S. S. Law,et al. Optimum sensor placement for structural damage detection , 2000 .
[8] V. Slowik,et al. Experimental safety evaluation of concrete and masonry bridges , 2003 .
[9] Hong Hao,et al. MEASUREMENT SELECTION FOR VIBRATION-BASED STRUCTURAL DAMAGE IDENTIFICATION , 2000 .
[10] Ernesto Heredia-Zavoni,et al. Optimal instrumentation of uncertain structural systems subject to earthquake ground motions , 1998 .
[11] H. H. Rosenbrock. Control: past, present and future , 1969 .
[12] Simon Braun. Erratum to “Reviewers 2009” [Mech. Syst. Signal Process. 24(1) (2009) 1–3] , 2010 .
[13] H. Gulvanessian,et al. EN1990 Eurocode—Basis of structural design , 2001 .
[14] Hisham Abou-Kandil,et al. SENSORS LOCATION FOR UPDATING PROBLEMS , 1999 .
[15] Ayaho Miyamoto,et al. Bridge Condition Assessment based on Vibration Responses of Passenger Vehicle , 2011 .
[16] Ö. Civalek,et al. Harmonic differential quadrature (HDQ) for axisymmetric bending analysis of thin isotropic circular plates , 2004 .
[17] Ayaho Miyamoto,et al. Damage Detection Sensitivity of a Vehicle-based Bridge Health Monitoring System , 2017 .
[18] Ayaho Miyamoto,et al. Usage Management of Civil Structures , 2009 .
[19] Marc Gutermann. Ein Beitrag zur experimentell gestützten Tragsicherheitsbewertung von Massivbrücken , 2002 .
[20] Marc Gutermann,et al. Loading vehicle BELFA development and experience gained in 10 years of practice , 2015 .
[21] Ayaho Miyamoto,et al. Verification tests for practical application of a health monitoring system for short- and medium-span bridges based on public bus vibrations , 2015 .
[22] T. T. Soong,et al. STRUCTURAL CONTROL: PAST, PRESENT, AND FUTURE , 1997 .
[23] Zhonghong Yan,et al. Frequency slice wavelet transform for transient vibration response analysis , 2009 .
[24] Gongkang Fu,et al. Health Monitoring of Structures Using Optical Instrumentation and Probabilistic Diagnosis , 2000 .
[25] D. Kammer. Optimum approximation for residual stiffness in linear system identification , 1988 .
[26] Richard G. Cobb,et al. Sensor Placement and Structural Damage Identification from Minimal Sensor Information , 1997 .
[27] Charbel Farhat,et al. An Energy Based Optimum Sensor Placement Criterion and its Application to Structural Damage Detection , 1994 .
[28] Daniel C. Kammer. Sensor placement for on-orbit modal identification and correlation of large space structures , 1991 .
[29] Richard G. Cobb,et al. Structural Damage Identification Using Assigned Partial Eigenstructure , 1997 .
[30] Mitsuo Kawatani,et al. Feasibility investigation for a bridge damage identification method through moving vehicle laboratory experiment , 2014 .
[31] F. Udwadia,et al. Optimal Sensor Locations for Structural Identification , 1985 .
[32] Zhongwei Jiang,et al. An overall theoretical description of frequency slice wavelet transform , 2010 .
[33] Ayaho Miyamoto,et al. Development of practical health monitoring system for short- and medium-span bridges based on vibration responses of city bus , 2012 .
[34] Yeong-Bin Yang,et al. Use of a passing vehicle to scan the fundamental bridge frequencies: An experimental verification , 2005 .