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    Analysis and Tests of Flexibly Connected Steel Frames 

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 007
    Author(s): Thomas W. Stelmack; Mark J. Marley; Kurt H. Gerstle
    Publisher: American Society of Civil Engineers
    Abstract: This study is intended to provide experimental verification of the validity of analytical methods for the prediction of the response to loads of flexibly connected steel frames. To this end, test data are provided for the ...
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    Fatigue Reliability Reassessment Applications: State-of-the-Art Paper 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 003
    Author(s): William G. Byers; Mark J. Marley; Jamshid Mohammadi; Richard J. Nielsen; Shahram Sarkani
    Publisher: American Society of Civil Engineers
    Abstract: The problem of assessing the damage to and remaining life of structures subjected to fatigue is explored, with particular emphasis on railroad bridges, highway bridges, and offshore structures. In railroad structures, the ...
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    Fatigue Reliability Reassessment Procedures: State-of-the-Art Paper 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 003
    Author(s): William G. Byers; Mark J. Marley; Jamshid Mohammadi; Richard J. Nielsen; Shahram Sarkani
    Publisher: American Society of Civil Engineers
    Abstract: The need for reassessment of the fatigue life of existing structures is increasing as the world's infrastructure ages. A fatigue life reassessment typically begins with an assessment of the current condition of the structure. ...
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