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    Comparison of Directional and Envelope Wind Load Provisions of ASCE 7 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 004
    Author(s): Christopher A. Trautner; Rasko P. Ojdrovic
    Publisher: American Society of Civil Engineers
    Abstract: ASCE 7-10 allows the design of the main wind force resisting system (MWFRS) of buildings with a mean roof height of less than 18.3 m (60 ft) by using either the directional procedure of Chapter 27 or the envelope procedure ...
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    Investigation of Steel Column–Baseplate Connection Details Incorporating Ductile Anchors 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 008
    Author(s): Christopher A. Trautner; Tara Hutchinson; Philipp R. Grosser; John F. Silva
    Publisher: American Society of Civil Engineers
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    Effects of Detailing on the Cyclic Behavior of Steel Baseplate Connections Designed to Promote Anchor Yielding 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): Christopher A. Trautner; Tara Hutchinson; Philipp R. Grosser; John F. Silva
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results from an experimental investigation into the role that anchor selection, setting arrangement, and stretch length have on the post-yield behavior, rotation capacity, and ultimate strength of ...
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    Effects of Detailing on the Cyclic Behavior of Steel Baseplate Connections Designed to Promote Anchor Yielding 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): Christopher A. Trautner; Tara Hutchinson; Philipp R. Grosser; John F. Silva
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results from an experimental investigation into the role that anchor selection, setting arrangement, and stretch length have on the post-yield behavior, rotation capacity, and ultimate strength of ...
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