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    Structural Failures and Engineering Ethics 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 005
    Author(s): W. M. Kim Roddis
    Publisher: American Society of Civil Engineers
    Abstract: Major engineering failures act as a catalyst for change in standards of practice and therefore create the opportunity for establishing better ethical practices for the profession. When examining ethics in engineering ...
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    Closure to “Structural Failures and Engineering Ethics” by W. M. Kim Roddis 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 003
    Author(s): W. M. Kim Roddis
    Publisher: American Society of Civil Engineers
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    Discussion of “Factors Controlling Properties and Durability of Concretionary Laterite‐Gravel Aggregates” by Enuvie G. Akpokdje and Peter P. Hudec (February, 1992, Vol. 4, No. 1) 

    Source: Journal of Materials in Civil Engineering:;1993:;Volume ( 005 ):;issue: 004
    Author(s): Busby Attoh‐Okine; W. M. Kim Roddis
    Publisher: American Society of Civil Engineers
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    Case-Based Approach for Steel Bridge Fabrication Errors 

    Source: Journal of Computing in Civil Engineering:;1997:;Volume ( 011 ):;issue: 002
    Author(s): W. M. Kim Roddis; John Bocox
    Publisher: American Society of Civil Engineers
    Abstract: A rule-based system for resolving fabrication errors in steel highway bridges, the Bridge Fabrication Error Solution Expert System (BFX), is in operation at the Kansas Department of Transportation. The set of more than 100 ...
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    Finite-Element Analysis of Steel Bridge Distortion-Induced Fatigue 

    Source: Journal of Bridge Engineering:;2003:;Volume ( 008 ):;issue: 005
    Author(s): W. M. Kim Roddis; Yuan Zhao
    Publisher: American Society of Civil Engineers
    Abstract: Welded plate girder bridges built before the mid-1980s are often susceptible to fatigue cracking driven by out-of-plane distortion. However, methods for prediction of secondary stresses are not specifically addressed by ...
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    Fatigue Behavior and Retrofit Investigation of Distortion-Induced Web Gap Cracking1 

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 006
    Author(s): Yuan Zhao; W. M. Kim Roddis
    Publisher: American Society of Civil Engineers
    Abstract: This paper studies a Kansas Department of Transportation welded plate girder bridge that developed fatigue cracks at small web gaps close to the girder top flange. Repair had been previously performed by softening the ...
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    Principles of Thermography and Radar for Bridge Deck Assessment 

    Source: Journal of Transportation Engineering, Part A: Systems:;1990:;Volume ( 116 ):;issue: 005
    Author(s): Kenneth R. Maser; W. M. Kim Roddis
    Publisher: American Society of Civil Engineers
    Abstract: Traditional methods of bridge deck condition assessment are slow, labor‐intensive, intrusive to traffic, and unreliable. Two new technologies, radar and infrared thermography, which have recently been introduced, show ...
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    Strength-Based Out-of-Flatness Tolerance for Bottom Flanges of Steel Box Girders 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 002
    Author(s): Mahdi Asadnia; W. M. Kim Roddis
    Publisher: ASCE
    Abstract: This study determined an explicit tolerance for bottom flanges of tub girders giving computed first yield moment including the strength reduction due to initial out-of-flatness of tub girders higher than the flexural design ...
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    Analytic Model of Long-Span Self-Shored Arch Bridge 

    Source: Journal of Bridge Engineering:;2002:;Volume ( 007 ):;issue: 001
    Author(s): Zhong Liu; Fang Li; W. M. Kim Roddis
    Publisher: American Society of Civil Engineers
    Abstract: An innovative self-shoring staged construction method was developed to build the world’s longest reinforced composite concrete arch bridge across the Yangtze River at Wanxian, in Chongqing, China. The method uses a steel ...
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    Knowledge Acquisition and Engineering for Steel Bridge Fabrication 

    Source: Journal of Computing in Civil Engineering:;1996:;Volume ( 010 ):;issue: 003
    Author(s): Hani G. Melhem; W. M. Kim Roddis; Srinath Nagaraja; Michael R. Hess
    Publisher: American Society of Civil Engineers
    Abstract: A knowledge-based system for resolving fabrication errors in steel highway bridges is in operation at the Kansas Department of Transportation (KDOT). The Bridge Fabrication Error Solution Expert System (BFX) addresses ...
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