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    Seismic Behavior and Retrofit of Outrigger Beam-Column Frames 

    Source: Journal of Bridge Engineering:;2001:;Volume ( 006 ):;issue: 005
    Author(s): A. Griezic; W. D. Cook; D. Mitchell
    Publisher: American Society of Civil Engineers
    Abstract: A one-fourth scale outrigger beam-column frame with as-built details was tested to assess its performance under reversed cyclic loading and to develop a retrofit procedure suitable for moderate seismic regions. The ductility ...
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    Confinement of Columns and Wall Boundary Elements Using Headed Bars 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 003
    Author(s): D. Mitchell; W. D. Cook; Y. Deng; J. Liu
    Publisher: American Society of Civil Engineers
    Abstract: Two series of full-scale specimens were constructed and tested under pure axial load to investigate the effectiveness of confinement provided by headed bars. One series consisted of columns and the other series represented ...
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    Effect of Steel Fibers on the Performance of Ultrahigh-Strength Concrete Columns 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 004
    Author(s): H. O. Shin; Y. S. Yoon; S. H. Lee; W. D. Cook; D. Mitchell
    Publisher: American Society of Civil Engineers
    Abstract: This study investigates the effect of the volume fraction of steel fibers on the axial load response of 200 MPa ultrahigh-strength concrete (UHSC) columns. Behavioral aspects investigated include strength, ductility, and ...
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    Effect of Confinement on the Axial Load Response of Ultrahigh-Strength Concrete Columns 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 006
    Author(s): H. O. Shin; Y. S. Yoon; W. D. Cook; D. Mitchell
    Publisher: American Society of Civil Engineers
    Abstract: Twelve ultrahigh-strength concrete (UHSC) columns confined by rectangular hoops and crossties were constructed and tested under pure axial load. Primary variables of the investigation were the amount, spacing, and configuration ...
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