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    Reduced Modulus Action in U-Section Steel Sheet Pile Retaining Walls 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 003
    Author(s): R. W. Mawer; M. P. Byfield
    Publisher: American Society of Civil Engineers
    Abstract: U-section steel sheet piles are used for constructing retaining walls and they are connected together to form continuous walls using sliding joints located along their centerlines. Interpile movement along these joints ...
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    Robustness of Beam-to-Column End-Plate Moment Connections with Stainless Steel Bolts Subjected to High Rates of Loading 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 006
    Author(s): G. Culache; M. P. Byfield; N. S. Ferguson; A. Tyas
    Publisher: American Society of Civil Engineers
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    Building Robustness Research during World War II 

    Source: Journal of Performance of Constructed Facilities:;2010:;Volume ( 024 ):;issue: 006
    Author(s): P. P. Smith; M. P. Byfield; D. J. Goode
    Publisher: American Society of Civil Engineers
    Abstract: This study reviews research carried out in the U.K. to understand and improve the robustness of buildings when subject to blast from high explosive bombs. The work concentrates on the performance of ordinary civilian ...
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    Blast Modeling of Steel Frames with Simple Connections 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 001
    Author(s): E. P. Stoddart; M. P. Byfield; A. Tyas
    Publisher: American Society of Civil Engineers
    Abstract: This paper is concerned with the problem that structural joints in whole-frame models cannot, at present, be replicated in sufficiently minute detail to realistically represent their behavior. It is well recognized that ...
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