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    Closure to “<i>The Effect of Creep on Long Wood Column Design and Performance</i>” by Rafik Y. Itani, Michael C. Griffith, and Robert J. Hoyle, Jr. (May, 1986, Vol. 112, No. 5) 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 009
    Author(s): Robert J. Hoyle, Jr.
    Publisher: American Society of Civil Engineers
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    Test Evaluation of Beam Design Method 

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 001
    Author(s): Allan E. Bessette; Robert J. Hoyle, Jr.
    Publisher: American Society of Civil Engineers
    Abstract: A series of six wood T‐beams, with elastomeric adhesive bonded flange‐to‐web connections, were tested to compare the measured behavior with that anticipated by the design. The parameters measured were deflection at midspan, ...
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    Closure to “<i>Parameters Influencing Behavior of Diafhragms</i>” by Rafik Y. Itani, Girish S. Hiremath, and Robert J. Hoyle, Jr. (February, 1983) 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 004
    Author(s): Rafik Y. Itani; Robert J. Hoyle, Jr.
    Publisher: American Society of Civil Engineers
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    Parameters Influencing Behavior of Diaphragms 

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 002
    Author(s): Rafik Y. Itani; Girish S. Hiremath; Robert J. Hoyle, Jr.
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a theoretical study of glue laminated lumber diaphragms. All glue lines are made up of elastomeric adhesives having stiffnesses of 90 psi‐900 psi. The use of such adhesives provides an incomplete partial ...
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