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    Closure to “Comparison of Static and Dynamic Response of Timber Shear Walls” by D. W. Dinehart and H. W. Shenton III 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 007
    Author(s): D. W. Dinehart; H. W. Shenton, III
    Publisher: American Society of Civil Engineers
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    Simplified Hysteretic Finite-Element Model for Wood and Viscoelastic Polymer Connections for the Dynamic Analysis of Shear Walls 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 001
    Author(s): A. S. Blasetti; R. M. Hoffman; D. W. Dinehart
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a simplified methodology of modeling the complex hysteretic behaviors of wood sheathing connections using basic elements found in commercially available finite-element analysis software. By combining ...
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    Experimental Cyclic Performance of Viscoelastic Gypsum Connections and Shear Walls 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 001
    Author(s): D. W. Dinehart; A. S. Blasetti; H. W. Shenton III
    Publisher: American Society of Civil Engineers
    Abstract: The shear capacity of gypsum sheathed shear walls is typically neglected in areas of high seismicity due to the susceptibility of conventional drywall screw connections to damage caused by earthquakes. This paper presents ...
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    Comparison of Static and Dynamic Response of Timber Shear Walls 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 007
    Author(s): Erol Karacabeyli; J. Daniel Dolan; Ario Ceccotti; Chun Ni; D. W. Dinehart; H. W. Shenton III
    Publisher: American Society of Civil Engineers
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    Experimental and Analytical Investigation of Service-Load Stresses in Cellular Beams 

    Source: Journal of Engineering Mechanics:;2012:;Volume ( 138 ):;issue: 008
    Author(s): J. R. Yost; D. W. Dinehart; R. M. Hoffman; S. P. Gross; M. Callow
    Publisher: American Society of Civil Engineers
    Abstract: Cellular beams are expanded I-sections with circular web voids that have been used extensively in Europe, and are currently gaining popularity in the United States. For these expanded I-sections, stresses within the web ...
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