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    Automated Design of Steel Frames Using Advanced Analysis and Object-Oriented Evolutionary Computation 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 005
    Author(s): Christopher M. Foley; Daniel Schinler
    Publisher: American Society of Civil Engineers
    Abstract: An automated design algorithm for partially restrained and fully restrained steel frames is presented. Advanced analysis based design is utilized and inelastic modeling of member behavior is based upon the distributed ...
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    Inelastic Behavior of Multistory Partially Restrained Steel Frames. Part I 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 008
    Author(s): Christopher M. Foley; Sriramulu Vinnakota
    Publisher: American Society of Civil Engineers
    Abstract: This paper outlines the development of a finite element for use in the inelastic second-order analysis of partially (PR) and fully (FR) restrained planar steel frames. The finite element considers spread of plastification ...
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    Inelastic Behavior of Multistory Partially Restrained Steel Frames. Part II 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 008
    Author(s): Christopher M. Foley; Sriramulu Vinnakota
    Publisher: American Society of Civil Engineers
    Abstract: The plastic-zone method of analysis described in a companion paper is used in the inelastic analysis of three multistory, multibay fully restrained (FR) and partially restrained (PR) steel frames. Full nonlinear load-deformation ...
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    Detail Categories for Reliability-Based Fatigue Evaluation of Mast-Arm Sign Support Structures 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 007
    Author(s): Joseph A. Diekfuss; Christopher M. Foley
    Publisher: American Society of Civil Engineers
    Abstract: Sign and luminaire support structures are prevalent throughout the transportation infrastructure network. Collapse and inspection of these pose hazards to the motoring public and the inspection personnel charged with their ...
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    Probabilistic Performance-Based Optimal Design of Steel Moment-Resisting Frames. II: Applications 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 006
    Author(s): Arzhang Alimoradi; Shahram Pezeshk; Christopher M. Foley
    Publisher: American Society of Civil Engineers
    Abstract: Design codes are migrating from prescriptive procedures intended to preserve life safety to reliability-based design. All stakeholders are given the opportunity to speak the common language of risk and structural designs ...
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    Probabilistic Performance-Based Optimal Design of Steel Moment-Resisting Frames. I: Formulation 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 006
    Author(s): Christopher M. Foley; Shahram Pezeshk; Arzhang Alimoradi
    Publisher: American Society of Civil Engineers
    Abstract: Significant progress has been made in the preceding two decades in the area of seismic engineering. Design codes are very quickly migrating from prescriptive procedures intended to preserve life safety to reliability-based ...
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    Reliability-Based Inspection Protocols for Mast-Arm Sign Support Structures 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 007
    Author(s): Christopher M. Foley; Joseph A. Diekfuss
    Publisher: American Society of Civil Engineers
    Abstract: There have been numerous examples of poor in-service performance of welded, tube-to-transverse plate connections within mast-arm sign support structures in the last several decades. A considerable amount of research has ...
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    Modeling Error Uncertainty Characterization for Reliability-Based Fatigue Assessment in Sign Support Structures 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 007
    Author(s): Joseph A. Diekfuss; Christopher M. Foley
    Publisher: American Society of Civil Engineers
    Abstract: Sign and luminaire support structures are prevalent throughout the transportation infrastructure network. Collapse and inspection of these signs pose hazards to the motoring public and the inspection personnel charged with ...
    Request PDF

    Modeling Error Uncertainty Characterization for Reliability-Based Fatigue Assessment in Sign Support Structures 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 007
    Author(s): Joseph A. Diekfuss; Christopher M. Foley
    Publisher: American Society of Civil Engineers
    Abstract: Sign and luminaire support structures are prevalent throughout the transportation infrastructure network. Collapse and inspection of these signs pose hazards to the motoring public and the inspection personnel charged with ...
    Request PDF

    Reliability-Based Inspection Protocols for Mast-Arm Sign Support Structures 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 007
    Author(s): Christopher M. Foley; Joseph A. Diekfuss
    Publisher: American Society of Civil Engineers
    Abstract: There have been numerous examples of poor in-service performance of welded, tube-to-transverse plate connections within mast-arm sign support structures in the last several decades. A considerable amount of research has ...
    Request PDF
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