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Effect of Temperature on Modal Variability of a Curved Concrete Bridge under Ambient Loads

Journal of structural engineering (New York, N.Y.), 2007-12, Vol.133 (12), p.1742-1751

2007

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Implementation of a Long-Term Bridge Weigh-In-Motion System for a Steel Girder Bridge in the Interstate Highway System

Journal of bridge engineering, 2009-11, Vol.14 (6), p.418-423

2009

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Development of a baseline for structural health monitoring for a curved post-tensioned concrete box–girder bridge

Engineering structures, 2009-12, Vol.31 (12), p.3107-3115

2009

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Development and Implementation of a Continuous Strain Monitoring System on a Multi-Girder Composite Steel Bridge

Journal of bridge engineering, 2006-11, Vol.11 (6), p.753-762

2006

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Modeling and damage detection for cracked I-shaped steel beams

Structural engineering and mechanics, 2007-01, Vol.25 (2), p.131-146

2007

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Sensitivity Study for Vibrational Parameters Used in Damage Detection

Journal of structural engineering (New York, N.Y.), 1999-04, Vol.125 (4), p.410-416

1999

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Development of Computer-Based System for the Temperature Monitoring of a Post-Tensioned Segmental Concrete Box-Girder Bridge

Computer-aided civil and infrastructure engineering, 2007-01, Vol.22 (1), p.65-77

2007

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Vibrational Behavior of Continuous Span Highway Bridge—Influencing Variables

Journal of structural engineering (New York, N.Y.), 1997-03, Vol.123 (3), p.333-344

1997

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Performance Evaluation through Field Testing of Century-Old Railroad Truss Bridge

Journal of bridge engineering, 2008-03, Vol.13 (2), p.132-138

2008

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Short-Term Strain Monitoring of Bridge Structures

Journal of bridge engineering, 1999-08, Vol.4 (3), p.157-164

1999

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Ambient Vibration Monitoring of a Highway Bridge Undergoing a Destructive Test

Journal of bridge engineering, 2006-09, Vol.11 (5), p.602-610

2006

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Dynamic Monitoring of Steel Girder Highway Bridge

Journal of bridge engineering, 2002-11, Vol.7 (6), p.350-356

2002

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Effect of Differential Temperature on a Curved Post-Tensioned Concrete Bridge

Advances in structural engineering, 2004-10, Vol.7 (5), p.385-397

2004

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Structural Damage Detection Using Artificial Neural Networks

Journal of infrastructure systems, 1998-09, Vol.4 (3), p.93-101

1998

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Monitoring Bridge Performance

Structural health monitoring, 2002-06, Vol.1 (2), p.129-138

2002

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Monitoring and Analysis of a Bridge with Partially Restrained Bearings

Journal of bridge engineering, 2001-01, Vol.6 (1), p.23-29

2001

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Reliability Assessment of Highway Truss Sign Supports

Journal of structural engineering (New York, N.Y.), 2002-11, Vol.128 (11), p.1429-1438

2002

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Mathematical Model for Relaxation in High-Strength Bolted Connections

Journal of structural engineering (New York, N.Y.), 1999-08, Vol.125 (8), p.803-809

1999

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Experimental Study of Bridge Monitoring Technique

Journal of structural engineering (New York, N.Y.), 1990-09, Vol.116 (9), p.2532-2549

1990

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Relaxation in High-Strength Bolted Connections Using Galvanized Steel

Journal of bridge engineering, 2000-05, Vol.5 (2), p.99-106

2000

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Load Testing of a Deteriorated Concrete Box Girder Bridge

Advances in structural engineering, 2002-05, Vol.5 (2), p.63-73

2002

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Connecticut's Bridge Infrastructure Monitoring Program for Assessment

Journal of infrastructure systems, 1998-06, Vol.4 (2), p.86-90

1998

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INDUSTRIAL APPLICATION: Development of Computer-Based System for the Temperature Monitoring of a Post-Tensioned Segmental Concrete Box-Girder Bridge

Computer-aided civil and infrastructure engineering, 2007-01, Vol.22 (1), p.65-77

2007

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Incorporation of Writing into a Steel Design Course

Journal of professional issues in engineering education and practice, 2002-04, Vol.128 (2), p.71-74

DeWolf, John T.

2002

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Development of a New Cracked Mindlin Plate Element

ISRN civil engineering, 2011-09, Vol.2011 (2011), p.1-11

2011

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Effect of Temperature on Modal Variability of a Curved Concrete Bridge under Ambient Loads

Implementation of a Long-Term Bridge Weigh-In-Motion System for a Steel Girder Bridge in the Interstate Highway System

Development of a baseline for structural health monitoring for a curved post-tensioned concrete box–girder bridge

Development and Implementation of a Continuous Strain Monitoring System on a Multi-Girder Composite Steel Bridge

Modeling and damage detection for cracked I-shaped steel beams

Sensitivity Study for Vibrational Parameters Used in Damage Detection

Development of Computer-Based System for the Temperature Monitoring of a Post-Tensioned Segmental Concrete Box-Girder Bridge

Vibrational Behavior of Continuous Span Highway Bridge—Influencing Variables

Performance Evaluation through Field Testing of Century-Old Railroad Truss Bridge

Short-Term Strain Monitoring of Bridge Structures

Ambient Vibration Monitoring of a Highway Bridge Undergoing a Destructive Test

Dynamic Monitoring of Steel Girder Highway Bridge

Effect of Differential Temperature on a Curved Post-Tensioned Concrete Bridge

Structural Damage Detection Using Artificial Neural Networks

Monitoring Bridge Performance

Monitoring and Analysis of a Bridge with Partially Restrained Bearings

Reliability Assessment of Highway Truss Sign Supports

Mathematical Model for Relaxation in High-Strength Bolted Connections

Experimental Study of Bridge Monitoring Technique

Relaxation in High-Strength Bolted Connections Using Galvanized Steel

Load Testing of a Deteriorated Concrete Box Girder Bridge

Connecticut's Bridge Infrastructure Monitoring Program for Assessment

INDUSTRIAL APPLICATION: Development of Computer-Based System for the Temperature Monitoring of a Post-Tensioned Segmental Concrete Box-Girder Bridge

Incorporation of Writing into a Steel Design Course

Development of a New Cracked Mindlin Plate Element

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