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    Practical Analysis for Horizontal Diaphragm Design of Wood-Frame Single-Family Dwellings 

    Source: Practice Periodical on Structural Design and Construction:;2016:;Volume ( 021 ):;issue: 001
    Author(s): William J. Kirkham; Thomas H. Miller; Rakesh Gupta
    Publisher: American Society of Civil Engineers
    Abstract: Seismic design of wood-frame single-family dwellings’ (WFSFD) lateral force–resisting systems requires determination of the stiffness of horizontal diaphragms and shearwalls. During design, sizes and locations of shearwall ...
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    Effects of Roof Pitch and Gypsum Ceilings on the Behavior of Wood Roof Diaphragms 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 001
    Author(s): William J. Kirkham; Rakesh Gupta; Thomas H. Miller
    Publisher: American Society of Civil Engineers
    Abstract: Ten full-size (
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    State of the Art: Seismic Behavior of Wood-Frame Residential Structures 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 004
    Author(s): William J. Kirkham; Rakesh Gupta; Thomas H. Miller
    Publisher: American Society of Civil Engineers
    Abstract: There are about 80 million single-family dwellings (SFDs) in the United States, predominantly of wood-frame construction. Of these, 68% are owner-occupied. A home is typically the largest single investment of a family, and ...
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    Examining Tornado Vulnerability in Kansas with Recent Findings from an EF4 Tornado 

    Source: Natural Hazards Review:;2021:;Volume ( 022 ):;issue: 003:;page 04021021-1
    Author(s): Elaina J. Sutley; Jae H. Kim; William J. Kirkham; Remy D. Lequesne
    Publisher: ASCE
    Abstract: Tornadoes are one of the most frequently occurring natural hazards in the United States, yet historically they have been understudied in the engineering and social science literature. This first presents the findings from ...
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