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    FE Modeling of Four-Bolt, Tubular Moment End-Plate Connections 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 007
    Author(s): A. T. Wheeler; M. J. Clarke; G. J. Hancock
    Publisher: American Society of Civil Engineers
    Abstract: The increase in the use of rectangular hollow sections in mainstream steel structures coupled with the economics of prefabrication have highlighted the need for design methods that produce economical bolted tubular ...
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    Design Model for Bolted Moment End Plate Connections Joining Rectangular Hollow Sections 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 002
    Author(s): A. T. Wheeler; M. J. Clarke; G. J. Hancock; T. M. Murray
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a model for the determination of the serviceability and ultimate moment capacities of bolted moment end plate connections utilizing rectangular hollow sections and two rows of bolts. One row of bolts ...
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