PROCEEDINGS VOLUME 3400
NON-DESTRUCTIVE EVALUATION TECHNIQUES FOR AGING INFRASTRUCTURE AND MANUFACTURING | 31 MARCH - 2 APRIL 1998
Structural Materials Technology III: An NDT Conference
IN THIS VOLUME

1 Sessions, 52 Papers, 0 Presentations
Section  (52)
NON-DESTRUCTIVE EVALUATION TECHNIQUES FOR AGING INFRASTRUCTURE AND MANUFACTURING
31 March - 2 April 1998
San Antonio, TX, United States
Section
Proc. SPIE 3400, Recent trends in nondestructive inspections in state highway agencies: can engineering education respond?, 0000 (31 March 1998); doi: 10.1117/12.300077
Proc. SPIE 3400, Computerized fracture critical and specialized bridge inspection program with NDE applications, 0000 (31 March 1998); doi: 10.1117/12.300086
Proc. SPIE 3400, Nondestructive testing of field bridges in Florida, 0000 (31 March 1998); doi: 10.1117/12.300096
Proc. SPIE 3400, Evaluation of bridge foundations by impulse response methods, 0000 (31 March 1998); doi: 10.1117/12.300106
Proc. SPIE 3400, Initial test results from FHWA project Dynamic Bridge Substructure Evaluation and Monitoring System, 0000 (31 March 1998); doi: 10.1117/12.300114
Proc. SPIE 3400, Determination of bridge foundation type from structural response measurements, 0000 (31 March 1998); doi: 10.1117/12.300125
Proc. SPIE 3400, Progressive damage detection using noncontact measurements, 0000 (31 March 1998); doi: 10.1117/12.300127
Proc. SPIE 3400, Measurement of axial forces via natural frequency, 0000 (31 March 1998); doi: 10.1117/12.300128
Proc. SPIE 3400, Continuous monitoring of large civil structures using a digital fiber optic motion sensor system, 0000 (31 March 1998); doi: 10.1117/12.300078
Proc. SPIE 3400, Smart pultruded composite reinforcements incorporating fiber optic sensors, 0000 (31 March 1998); doi: 10.1117/12.300079
Proc. SPIE 3400, Acoustic emission of retrofitted fiber-wrapped columns, 0000 (31 March 1998); doi: 10.1117/12.300080
Proc. SPIE 3400, NDE of polymeric composite material bridge components, 0000 (31 March 1998); doi: 10.1117/12.300081
Proc. SPIE 3400, Comparison of the experimental performance of post-tensioned beam superstructures, 0000 (31 March 1998); doi: 10.1117/12.300082
Proc. SPIE 3400, Bolt elongation of variable message signs, 0000 (31 March 1998); doi: 10.1117/12.300083
Proc. SPIE 3400, Stress analysis in link plate details, 0000 (31 March 1998); doi: 10.1117/12.300084
Proc. SPIE 3400, NDE applications in an anchor bolt and sign bridge inspection program, 0000 (31 March 1998); doi: 10.1117/12.300085
Proc. SPIE 3400, Problematic failures of aluminum light standards and pedestals (bases), 0000 (31 March 1998); doi: 10.1117/12.300087
Proc. SPIE 3400, Ultrasonic NDT of bridge steel and weathering steel bridge investigation in Idaho, 0000 (31 March 1998); doi: 10.1117/12.300088
Proc. SPIE 3400, Ultrasonic measurement of stress in pin and hanger connections, 0000 (31 March 1998); doi: 10.1117/12.300089
Proc. SPIE 3400, Raytrace procedure for interpretation of ultrasonic examination of bridge pins, 0000 (31 March 1998); doi: 10.1117/12.300090
Proc. SPIE 3400, Bridge stay cable condition assessment using vibration measurement techniques, 0000 (31 March 1998); doi: 10.1117/12.300091
Proc. SPIE 3400, Continuous acoustic monitoring of suspension bridges and cable stays, 0000 (31 March 1998); doi: 10.1117/12.300092
Proc. SPIE 3400, Nondestructive quantitative stress characterization of wire rope and steel cables, 0000 (31 March 1998); doi: 10.1117/12.300093
Proc. SPIE 3400, Evaluation of dual-band infrared thermography system for bridge deck delamination surveys, 0000 (31 March 1998); doi: 10.1117/12.300094
Proc. SPIE 3400, Pavement thickness evaluation by GPR survey in Idaho, 0000 (31 March 1998); doi: 10.1117/12.300095
Proc. SPIE 3400, Radar tomography of bridge decks, 0000 (31 March 1998); doi: 10.1117/12.300097
Proc. SPIE 3400, Tests and assessments of NDT methods for concrete bridges, 0000 (31 March 1998); doi: 10.1117/12.300098
Proc. SPIE 3400, Nondestructive test methods for evaluating durability of concrete highway structures: experience of Ontario Ministry of Transportation, 0000 (31 March 1998); doi: 10.1117/12.300099
Proc. SPIE 3400, Acoustic emission monitoring of reinforced and prestressed concrete structures, 0000 (31 March 1998); doi: 10.1117/12.300100
Proc. SPIE 3400, Surface wave attenuation measurement for application to pavement characterization, 0000 (31 March 1998); doi: 10.1117/12.300101
Proc. SPIE 3400, Benefits of continuous deflection profile analysis: a case study of runway 17R-35L at Dallas/Fort Worth International Airport using the rolling dynamic deflectometer, 0000 (31 March 1998); doi: 10.1117/12.300102
Proc. SPIE 3400, Nondestructive evaluation of prestressing strands with magnetostrictive sensors, 0000 (31 March 1998); doi: 10.1117/12.300103
Proc. SPIE 3400, Instrument to determine prestress remaining in a damaged bridge girder, 0000 (31 March 1998); doi: 10.1117/12.300104
Proc. SPIE 3400, Magnetic-based NDE of steel in prestressed and post-tensioned concrete bridges, 0000 (31 March 1998); doi: 10.1117/12.300105
Proc. SPIE 3400, Damage and healing evaluation of Mn/Road pavements using stress wave testing, 0000 (31 March 1998); doi: 10.1117/12.300107
Proc. SPIE 3400, Use of ground penetrating radar data in pavement rehabilitation strategy selection and pavement condition assessment, 0000 (31 March 1998); doi: 10.1117/12.300108
Proc. SPIE 3400, Detection of distributed damage in concrete using transient stress waves, 0000 (31 March 1998); doi: 10.1117/12.300109
Proc. SPIE 3400, Climbing techniques for bridge inspection, 0000 (31 March 1998); doi: 10.1117/12.300110
Proc. SPIE 3400, Microwave thermoreflectometry for detection of rebar corrosion, 0000 (31 March 1998); doi: 10.1117/12.300111
Proc. SPIE 3400, Time domain backcalculation of pavement, 0000 (31 March 1998); doi: 10.1117/12.300112
Proc. SPIE 3400, Structural deformation monitoring with GPS: operational issues, 0000 (31 March 1998); doi: 10.1117/12.300113
Proc. SPIE 3400, Remote bridge-monitoring systems: New York's experience, 0000 (31 March 1998); doi: 10.1117/12.300115
Proc. SPIE 3400, Steel bridge retrofit evaluation, 0000 (31 March 1998); doi: 10.1117/12.300116
Proc. SPIE 3400, Performance of NDE methods in bridge inspection, 0000 (31 March 1998); doi: 10.1117/12.300117
Proc. SPIE 3400, Incorporation of nondestructive evaluation in Pontis Bridge Management System, 0000 (31 March 1998); doi: 10.1117/12.300118
Proc. SPIE 3400, Instrumental monitoring and nondestructive evaluation of highway bridges, 0000 (31 March 1998); doi: 10.1117/12.300119
Proc. SPIE 3400, Load testing of a steel beam bridge using acoustic strain gauges, 0000 (31 March 1998); doi: 10.1117/12.300120
Proc. SPIE 3400, Ultrasonic dead load testing of steel highway bridges, 0000 (31 March 1998); doi: 10.1117/12.300121
Proc. SPIE 3400, Instrumentation for load rating of bridges, 0000 (31 March 1998); doi: 10.1117/12.300122
Proc. SPIE 3400, Structural qualification and certification programs of the Texas Department of Transportation, 0000 (31 March 1998); doi: 10.1117/12.300123
Proc. SPIE 3400, Assessment of timber piles in Clallam County, Washington, 0000 (31 March 1998); doi: 10.1117/12.300124
Proc. SPIE 3400, Nondestructive determination of pile tip elevation using modal analysis, 0000 (31 March 1998); doi: 10.1117/12.300126
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