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    Service Load Test of 1:3 Scale Shell Bridge Model 

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 002
    Author(s): F. S. Fanous; F. W. Klaiber; W. G. Wassef
    Publisher: American Society of Civil Engineers
    Abstract: Due to lack of maintenance, increase in legal loads, and increased traffic volumes, several thousands of deficient bridges in the surface transportation system needed to be rehabilitated or replaced. One potential solution ...
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    Design Methodology for Strengthening of Continuous-Span Composite Bridges 

    Source: Journal of Bridge Engineering:;1996:;Volume ( 001 ):;issue: 003
    Author(s): H. A. El-Arabaty; F. W. Klaiber; F. S. Fanous; T. J. Wipf
    Publisher: American Society of Civil Engineers
    Abstract: Increases in legal-load limits as well as lack of maintenance has rendered a large number of bridges in the United States deficient and in need of rehabilitation or strengthening. Many of these bridges are classified as ...
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