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    Experimental and Analytical Studies of a Horizontally Curved Steel I-Girder Bridge during Erection 

    Source: Journal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 006
    Author(s): D. Linzell; R. T. Leon; A. H. Zureick
    Publisher: American Society of Civil Engineers
    Abstract: A series of studies on an experimental, full-scale curved steel bridge structure during erection are discussed. The work was part of the Federal Highway Administration’s curved steel bridge research project (CSBRP). The ...
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    Component Modeling of Partially Restrained Composite Joints under Cyclic and Dynamic Loading 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 002
    Author(s): G. A. Rassati; R. T. Leon; S. Noè
    Publisher: American Society of Civil Engineers
    Abstract: A mechanical modeling approach for the simulation of partially restrained (PR, or semirigid) steel and composite connections subjected to any loading regime is described, and verification studies utilizing this approach ...
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    Rapid Seismic Rehabilitation Strategy: Concept and Testing of Cable Bracing with Couples Resisting Damper 

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 003
    Author(s): M. Kurata; R. T. Leon; R. DesRoches
    Publisher: American Society of Civil Engineers
    Abstract: The goal of this study is to design and evaluate simple and rapid seismic retrofit devices for relatively small rehabilitation projects for steel structures. These designs are consistent with the tenets of sustainable ...
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    Shakedown Tests of One-Third–CALE Composite Bridge 

    Source: Journal of Bridge Engineering:;1996:;Volume ( 001 ):;issue: 001
    Author(s): M. G. Barker; P. M. Bergson; C. E. French; R. T. Leon; T. V. Galambos; F. W. Klaiber
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents shakedown and plastic collapse test results for a one-third–scale bridge system. The bridge was a three-span, four-girder composite bridge comprising compact and noncompact sections. Experimental results ...
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