An Integrated System for Road Condition and Weigh-in-Motion Measurements using In-Pavement Strain Sensors

[1]  R. Measures,et al.  Fiber-optic Bragg grating sensors for bridge monitoring , 1997 .

[2]  P.J. Nash,et al.  Vehicle weigh-in-motion using multiplexed interferometric sensors , 2002, 2002 15th Optical Fiber Sensors Conference Technical Digest. OFS 2002(Cat. No.02EX533).

[3]  J. Ou,et al.  Smart FRP-OFGB bars and their application in reinforced concrete beams , 2004 .

[4]  Jerome P. Lynch,et al.  Experimental analysis of vehicle–bridge interaction using a wireless monitoring system and a two-stage system identification technique , 2012 .

[5]  Ying Huang,et al.  Glass fiber–reinforced polymer–packaged fiber Bragg grating sensors for ultra-thin unbonded concrete overlay monitoring , 2015 .

[6]  Pedro Albrecht,et al.  Weighing trucks in motion using Gaussian-based neural networks , 1992, [Proceedings 1992] IJCNN International Joint Conference on Neural Networks.

[7]  Yun Hwa Choi.  Gated UWB pulse signal generation , 2004, 2004 International Workshop on Ultra Wideband Systems Joint with Conference on Ultra Wideband Systems and Technologies. Joint UWBST & IWUWBS 2004 (IEEE Cat. No.04EX812).

[8]  Ahmad Fairuz Omar,et al.  Fiber Optic Sensors: An Introduction for Engineers and Scientists , 2013 .

[9]  Erland O Lukanen.  Load Testing of Instrumented Pavement Sections , 2005 .

[10]  Karim Chatti,et al.  Toward an Integrated Smart Sensing System and Data Interpretation Techniques for Pavement Fatigue Monitoring , 2011, Comput. Aided Civ. Infrastructure Eng..

[11]  Lu Cheng,et al.  Design of a Capacitive Flexible Weighing Sensor for Vehicle WIM System , 2007, Sensors (Basel, Switzerland).

[12]  Jian-Neng Wang,et al.  Using Fiber Bragg Grating Sensors to Monitor Pavement Structures , 2005 .

[13]  Peter E. Sebaaly,et al.  Evaluation of the Hall Effect Sensor for Pavement Instrumentation , 1995 .

[14]  Raj Bridgelall,et al.  Sampling optimization for high-speed weigh-in-motion measurements using in-pavement strain-based sensors , 2015 .

[15]  Yi-Qing Ni,et al.  Structural health monitoring and intelligent vibration control of cable-supported bridges: Research and application , 2003 .

[16]  W A Hyman,et al.  Improvements in data acquisition technology for maintenance management systems , 1990 .

[17]  Jorge A Prozzi,et al.  Effect of Weigh-in-Motion System Measurement Errors on Load-Pavement Impact Estimation , 2007 .

[18]  Aftab A. Mufti,et al.  Structural Health Monitoring of Innovative Canadian Civil Engineering Structures , 2002 .

[19]  S. Orszag,et al.  Advanced mathematical methods for scientists and engineers I: asymptotic methods and perturbation theory. , 1999 .

[20]  Wenjing Xue,et al.  Pavement Shear Strain Response to Dual and Wide-Base Tires , 2011 .

[21]  Brian Daku,et al.  Continuous primary dynamic pavement response system using piezoelectric axle sensors , 2005 .

[22]  Imad L. Al-Qadi,et al.  The Virginia smart road: The impact of pavement instrumentation on understanding pavement performance , 2004 .

[23]  Raj Bridgelall.  A participatory sensing approach to characterize ride quality , 2014, Smart Structures.

[24]  K H McGhee,et al.  AUTOMATED PAVEMENT DISTRESS COLLECTION TECHNIQUES , 2004 .

[25]  Wenbin Zhang,et al.  A Novel Sensor System for Measuring Wheel Loads of Vehicles on Highways , 2008, Sensors.

[26]  Elson B. Spangler,et al.  GMR ROAD PROFILOMETER - A METHOD FOR MEASURING ROAD PROFILE , 1966 .

[27]  David Cebon,et al.  Handbook of vehicle-road interaction , 1999 .

[28]  Lin Cheng,et al.  Simulation of Road Roughness Based on Using IFFT Method , 2012, 2012 Third World Congress on Software Engineering.

[29]  L. Mertz.  Origins of the Interstate , 2005 .

[30]  Raj Bridgelall,et al.  Inertial Sensor Sample Rate Selection for Ride Quality Measures , 2015 .

[31]  Jiunn-Jong Wu.  Simulation of rough surfaces with FFT , 2000 .

[32]  Bruce D. Van Deusen.  Analytical Techniques for Designing Riding Quality Into Automotive Vehicles , 1967 .

[33]  Sekhar K. Chakrabarti,et al.  Rectangular Plates Resting on Tensionless Elastic Foundation: Some New Results , 1996 .

[34]  J F Potter,et al.  INSTRUMENTATION OF THE FULL-SCALE EXPERIMENT ON A1 TRUNK ROAD AT CONINGTON, HUNTINGDONSHIRE , 1969 .

[35]  Jean-Marie Caussignac,et al.  Fiber optic weigh-in-motion sensor: correlation between modeling and practical characterization , 1996, Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.

[36]  Raj Bridgelall,et al.  Road roughness evaluation using in-pavement strain sensors , 2015, SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.

[37]  Zhi Zhou,et al.  Techniques of Advanced FBG sensors : fabrication , demodulation , encapsulation and their application in the structural health monitoring of bridges , 2004 .

[38]  Robert Otto Rasmussen,et al.  Pavement Surface Specification for Road Load Measurement , 2014 .

[39]  Ronald S. Harichandran,et al.  Spectral Analysis of Highway Pavement Roughness , 1991 .

[40]  Anton Fuchs,et al.  A WAVELET-BASED BRIDGE WEIGH-IN-MOTION SYSTEM , 2010 .

[41]  Yang Zhao,et al.  Optic fiber-based dynamic pressure sensor for WIM system , 2005 .

[42]  Imad L. Al-Qadi,et al.  Difference between In Situ Flexible Pavement Measured and Calculated Stresses and Strains , 2006 .

[43]  W. E. Thomson.  Delay networks having maximally flat frequency characteristics , 1949 .

[44]  Theunis F. P. Henning,et al.  Identifying pavement deterioration by enhancing the definition of road roughness , 2010 .

[45]  George Yannis,et al.  Integration of Weigh-in-Motion Technologies in Road Infrastructure Management , 2005 .

[46]  Zhi Zhou,et al.  Optical fiber Bragg grating sensor assembly for 3D strain monitoring and its case study in highway pavement , 2012 .

[47]  R Robinson,et al.  Tables for estimating vehicle operating costs on rural roads in developing countries , 1976 .

[48]  Yang H. Huang,et al.  Pavement Analysis and Design , 1997 .

[49]  Michael S Mamlouk,et al.  Mechanistic Roughness Model Based on Vehicle-Pavement Interaction , 2000 .

[50]  Tom Scullion,et al.  Instrumentation for flexible pavements , 1989 .

[51]  T D Gillespie,et al.  ROLE OF ROAD ROUGHNESS IN VEHICLE RIDE , 1981 .

[52]  Todd E. Hoerner,et al.  SMOOTHNESS SPECIFICATIONS FOR PAVEMENTS , 1997 .

[53]  Peter Andren,et al.  Power spectral density approximations of longitudinal road profiles , 2006 .

[54]  Norman W. Garrick,et al.  A Special Fiber Optic Sensor for Measuring Wheel Loads of Vehicles on Highways , 2008, Sensors.

[55]  Gangbing Song,et al.  Recent applications of fiber optic sensors to health monitoring in civil engineering , 2004 .

[56]  Yang Wang,et al.  Performance monitoring of the Geumdang Bridge using a dense network of high-resolution wireless sensors , 2006, Smart Materials and Structures.

[57]  John Wyatt,et al.  Evaluation of IRD-WIM-5000 - a Canadian weigh-in-motion system - , 1990 .

[58]  Norris Lewis,et al.  Specialty Fiber Optic Systems for Mobile Platforms , 1991 .

[59]  J. D. Muhs.  Results of a portable fiber-optic weigh-in-motion system* , 1991, Optics East.

[60]  Andrew J. Pratt,et al.  Weigh In Motion Technology - Economics and Performance , 1998 .

[61]  Hirayama,et al.  Fiber Bragg grating temperature sensor for practical use , 2000, ISA transactions.

[62]  Alan D. Kersey,et al.  All-fibre Bragg grating strain-sensor demodulation technique using a wavelength division coupler , 1994 .

[63]  O K Norman,et al.  Weighing vehicles in motion , 1952 .

[64]  R. Marks.  Introduction to Shannon Sampling and Interpolation Theory , 1990 .

[65]  David H Timm,et al.  Design and Instrumentation of the Structural Pavement Experiment at the NCAT Test Track , 2004 .