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    Differences between Calculated and Measured Long-Term Deflections in a Prestressed Concrete Girder Bridge 

    Source: Journal of Performance of Constructed Facilities:;2010:;Volume ( 024 ):;issue: 006
    Author(s): P. J. Barr; F. Angomas
    Publisher: American Society of Civil Engineers
    Abstract: The monitoring of five precast, prestressed bridge girders during fabrication and service provided the opportunity to observe changes in camber over time. These camber variations were compared with corresponding strain and ...
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    Shear Live-Load Distribution Factors for I-Girder Bridges 

    Source: Journal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 002
    Author(s): P. J. Barr; MD. N. Amin
    Publisher: American Society of Civil Engineers
    Abstract: A full scale, single lane test bridge was used to evaluate a typical slab-on-girder bridge’s response to shear. The results of the shear load test provided the means to evaluate the level of detail for a finite element ...
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    Nondestructive Analysis of a Concrete Tunnel Model Using a Newly Proposed Combined Stress Wave Propagation Method 

    Source: Journal of Performance of Constructed Facilities:;2009:;Volume ( 023 ):;issue: 006
    Author(s): S. D. Boone; P. J. Barr; J. A. Bay
    Publisher: American Society of Civil Engineers
    Abstract: This paper summarizes the measured properties of a three-layer model concrete tunnel lining using a newly proposed combined stress wave propagation (CSWP) method. The spectral analysis of surface waves (SASW) and impact ...
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    Effects of Temperature Variations on Precast, Prestressed Concrete Bridge Girders 

    Source: Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 002
    Author(s): P. J. Barr; J. F. Stanton; M. O. Eberhard
    Publisher: American Society of Civil Engineers
    Abstract: The monitoring of a precast, prestressed girder bridge during fabrication and service provided the opportunity to observe temperature variations and to evaluate the accuracy of calculated strains and cambers. The use of ...
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    Comparison of Prestress Losses for a Prestress Concrete Bridge Made with High-Performance Concrete 

    Source: Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 005
    Author(s): P. J. Barr; B. M. Kukay; M. W. Halling
    Publisher: American Society of Civil Engineers
    Abstract: Five prestressed concrete girders made with high-performance concrete were instrumented using vibrating-wire strain gages. Their behavior was monitored for three years from the time of casting. The measured change in ...
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    Long-Term Structural Health Monitoring of the San Ysidro Bridge 

    Source: Journal of Performance of Constructed Facilities:;2006:;Volume ( 020 ):;issue: 001
    Author(s): P. J. Barr; C. B. Woodward; B. Najera; Md N. Amin
    Publisher: American Society of Civil Engineers
    Abstract: As part of the Lifecycle Innovative Financing Evaluation initiative, the San Ysidro Bridge along U.S. Route 550 will be monitored throughout a
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    Live-Load Analysis of a Curved I-Girder Bridge 

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 004
    Author(s): P. J. Barr; N. Yanadori; M. W. Halling; K. C. Womack
    Publisher: American Society of Civil Engineers
    Abstract: Horizontally curved, steel girder bridges are often used in our modern infrastructural system. The curve in the bridge allows for a smother transition for traffic, which creates better road travel. However, some of the ...
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