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    Optimizing Horizontally Curved, Steel Bridge, Cross-Frame Arrangements to Enhance Construction Performance 

    Source: Journal of Bridge Engineering:;2014:;Volume ( 019 ):;issue: 007
    Author(s): Sharafbayani; D. G.; Linzell
    Publisher: American Society of Civil Engineers
    Abstract: Unlike straight bridges where cross frames and diaphragms are considered secondary members that predominantly stabilize the compression zones of noncomposite girders during construction, the interaction of bending and ...
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    Reinforced Concrete Bridge Column Multihazard Performance: A Computational Tool to Assess Response to Vehicle Impact, Air Blast, and Fire 

    Source: Journal of Performance of Constructed Facilities:;2024:;Volume ( 038 ):;issue: 001:;page 04023061-1
    Author(s): Qusai A. Alomari; Daniel G. Linzell
    Publisher: ASCE
    Abstract: Pier columns, as primary bridge supports, are vulnerable to extreme loading demands resulting from fire, vehicle collisions, and blasts. The combined effects of these demands may cause significant strength reduction, ...
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    Effect of Temporary Shoring Location on Horizontally Curved Steel I-Girder Bridges during Construction 

    Source: Journal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 003
    Author(s): M. Sharafbayani; D. G. Linzell
    Publisher: American Society of Civil Engineers
    Abstract: Temporary shoring supports are used in construction of horizontally curved bridges to help ensure that the final constructed geometry is maintained by mitigating excessive girder deformations. Limited guidance currently ...
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    Nonlinear Seismic Response and Parametric Examination of Horizontally Curved Steel Bridges Using 3D Computational Models 

    Source: Journal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 003
    Author(s): Junwon; Seo; Daniel G.; Linzell
    Publisher: American Society of Civil Engineers
    Abstract: The seismic behavior of horizontally curved steel bridges is more complex than straight bridges because of their curvature and other parameters. Studies that attempt to develop methods to efficiently predict their seismic ...
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    Special Issue on Field Testing of Bridges and Buildings 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 001
    Author(s): Bora Gencturk; Daniel G. Linzell; Yihui Zhou
    Publisher: American Society of Civil Engineers
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    The Temperature and Depth Accuracy of Sippican T-5 XBTs 

    Source: Journal of Atmospheric and Oceanic Technology:;1993:;volume( 010 ):;issue: 001:;page 128
    Author(s): Boyd, Janice D.; Linzell, Robert S.
    Publisher: American Meteorological Society
    Abstract: Thirty-four near-simultaneous pairs of CTD and Sippican model T-5 XBT profiles were obtained during an experiment in the Sargasso Sea during the summer of 1991. The data were analyzed to assess the temperature and fall-rate ...
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    Evaluation of the Sparton Tight-Tolerance AXBT 

    Source: Journal of Atmospheric and Oceanic Technology:;1993:;volume( 010 ):;issue: 006:;page 892
    Author(s): Boyd, Janice D.; Linzell, Robert S.
    Publisher: American Meteorological Society
    Abstract: Forty-six near-simultaneous pairs of conductivity-temperature-depth (CTD) and Sparton ?tight tolerance? air expendable bathythermograph (AXBT) temperature profiles were obtained in summer 1991 from a location in the Sargasso ...
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    Historical Perspective on Horizontally Curved I Girder Bridge Design in the United States 

    Source: Journal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 003
    Author(s): D. Linzell; D. Hall; D. White
    Publisher: American Society of Civil Engineers
    Abstract: This paper provides a historical overview of the development of horizontally curved steel I girder bridge design specifications in the United States. The background to the development of curved I girder design and analysis ...
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    Evaluation of Live-Load Lateral Flange Bending Distribution for a Horizontally Curved I-Girder Bridge 

    Source: Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 005
    Author(s): David S. DePolo; Daniel G. Linzell
    Publisher: American Society of Civil Engineers
    Abstract: This paper focuses on levels of live-load lateral bending moment (bimoment) distribution in a horizontally curved steel I-girder bridge. Work centered primarily on the examination of (1) data from field testing of an ...
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    Examination of Level of Analysis Accuracy for Curved I-Girder Bridges through Comparisons to Field Data 

    Source: Journal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 002
    Author(s): D. Nevling; D. Linzell; J. Laman
    Publisher: American Society of Civil Engineers
    Abstract: To evaluate the accuracy of different levels of analysis used to predict horizontally curved steel I-girder bridge response, a field test was performed on a three-span structure. Collected strain data were reduced to ...
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