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    Historical Roots of Modern Tornado Forecasts and Warnings 

    Source: Weather and Forecasting:;1999:;volume( 014 ):;issue: 004:;page 484
    Author(s): Bradford, Marlene
    Publisher: American Meteorological Society
    Abstract: Although accounts of tornadoes occurred in ancient writings, few paid much attention to nature?s most violent windstorm until the United States Army Signal Corps?s John Park Finley began writing about tornadoes in the ...
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    Discussion of “<i>Buckling Analysis of Structures Composed of Tapered Members</i>” by Siu Lai Chan (July, 1990, Vol. 116, No. 7) 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 003
    Author(s): Mark A. Bradford
    Publisher: American Society of Civil Engineers
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    Elastic Local Buckling of Trough Girders 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 006
    Author(s): Mark A. Bradford
    Publisher: American Society of Civil Engineers
    Abstract: An elastic finite strip method of analysis is used to study the linear local buckling or bifurcation and the nonlinear post‐local buckling behavior of isolated trough girders in bending. The method assumes a constant stress ...
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    Buckling Strength of Partially Restrained I‐Beams 

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 005
    Author(s): Mark A. Bradford
    Publisher: American Society of Civil Engineers
    Abstract: The results of an inelastic finite element distortional buckling study of a hot-rolled I-beam used in a composite girder are given. The study shows that the relationship between slenderness and strength for distortional ...
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    Five Years of Australian Limit States Steel Design 

    Source: Journal of Professional Issues in Engineering Education and Practice:;1997:;Volume ( 123 ):;issue: 001
    Author(s): Mark Andrew Bradford
    Publisher: American Society of Civil Engineers
    Abstract: Limit states steel design was first introduced into Australia late in 1990 with the release of the AS4100 steel structures standard. This represented a significant departure from contemporary design procedures in place at ...
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    Effectiveness of the MCAA's Project Management Course 

    Source: Journal of Professional Issues in Engineering Education and Practice:;2001:;Volume ( 127 ):;issue: 004
    Author(s): Bradford L. Sims
    Publisher: American Society of Civil Engineers
    Abstract: This study was conducted on current practicing construction industry employees who were volunteer students in the Mechanical Contractors Association of America's Institute for Project Management's Managing for Profit ...
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    Discussion of “<i>Creep in Composite Continuous Beams. II: Parametric Study</i>” by Luigino Dezi and Angelo Marcello Tarantino (July, 1993, Vol. 119, No. 7) 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 010
    Author(s): Mark Andrew Bradford
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Lateral‐Torsional Buckling of Thin‐Walled I‐Beams</i>” by Masahiro Kubo and Yuhshi Fukumoto (April, 1988, Vol. 114, No. 3) 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 005
    Author(s): Mark A. Bradford
    Publisher: American Society of Civil Engineers
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    Estimation of Evapotranspiration from Bioretention Areas Using Weighing Lysimeters 

    Source: Journal of Hydrologic Engineering:;2010:;Volume ( 015 ):;issue: 006
    Author(s): Chris Denich; Andrea Bradford
    Publisher: American Society of Civil Engineers
    Abstract: In moving toward a water balance approach to storm water management and the modeling tools that can support such an approach, it is clear that there are substantial gaps in our knowledge of the groundwater recharge and ...
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    Godunov-Based Model for Nonhydrostatic Wave Dynamics 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2005:;Volume ( 131 ):;issue: 005
    Author(s): Scott F. Bradford
    Publisher: American Society of Civil Engineers
    Abstract: A new numerical model based on the incompressible, nonhydrostatic Navier-Stokes equations for free surface flow is developed. The equations are transformed vertically to the
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