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    Effectiveness of Anticheck Bolts in Split Ring Connections Repair 

    Source: Journal of Performance of Constructed Facilities:;1999:;Volume ( 013 ):;issue: 004
    Author(s): M. Mohammad; J. H. P. Quenneville
    Publisher: American Society of Civil Engineers
    Abstract: There are numerous large span timber hangars dating back to World War II. These structures were built with large green timbers and were normally assembled using split rings and/or shear plates. Because of shrinkage in the ...
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    Discussion of “<i>Prestress Level in Stress‐Laminated Timber Bridges</i>” by Edward F. Sarisley Jr. and Michael L. Accorsi (November 1990, Vol. 116, No. 11) 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 008
    Author(s): K. Van Dalen; J. H. P. Quenneville
    Publisher: American Society of Civil Engineers
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    Effect of Posttensioning on Rotational Stiffness of Wood Joints 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 001
    Author(s): J. H. P. Quenneville; M.-A. Erki
    Publisher: American Society of Civil Engineers
    Abstract: The moment-rotation behavior of full-size Warren truss timber connections, using posttensioning as a possible reinforcement scheme, was investigated and compared with the current method of using gusset plates. Four joint ...
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    Latticed Mast Structures 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 002
    Author(s): J. S. Ellis; C. T. Shyu; J. H. P. Quenneville
    Publisher: American Society of Civil Engineers
    Abstract: Canadian warships are equipped with free-standing latticed masts, and the research reported here has been aimed at reducing the weight and profile area of these structures and increasing their ability to absorb energy. ...
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