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    Energy-based Design of Dowel Connections in Wood-Plastic Composites Hollow Sections 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 004
    Author(s): William R. Parsons; Donald A. Bender
    Publisher: American Society of Civil Engineers
    Abstract: The goal of this research was to develop a rational method of designing dowel-type connections for hollow wood-plastic composite sections. Models consisting of six controlling yield modes were developed to predict the ...
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    Stability of Built-Up Timber Beams and Columns: Accounting for Modulus of Elasticity Variability 

    Source: Practice Periodical on Structural Design and Construction:;2010:;Volume ( 015 ):;issue: 004
    Author(s): Robert E. Kimble; Donald A. Bender
    Publisher: American Society of Civil Engineers
    Abstract: Built-up beams and columns comprised of dimension lumber fastened with nails, bolts or lag screws, are common in construction. Current design practice for stability checks is to use the lower-tail modulus of elasticity
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    Creep Deflection in Design of Metal Plate–Connected Wood Trusses 

    Source: Practice Periodical on Structural Design and Construction:;2011:;Volume ( 016 ):;issue: 001
    Author(s): Donald A. Bender; Frank E. Woeste
    Publisher: American Society of Civil Engineers
    Abstract: Creep deflection can be an important consideration in the design of metal plate–connected (MPC) wood trusses. Chapter 2 of the ANSI/TPI 1-2007 truss standard, referenced by the 2009 International Building Code (IBC), defines ...
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    Investigation of the Temperature-Dependent Mechanical Behavior of a Polypropylene-Pine Composite 

    Source: Journal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 009
    Author(s): Andrew J. Schildmeyer; Michael P. Wolcott; Donald A. Bender
    Publisher: American Society of Civil Engineers
    Abstract: Wood-plastic composites have been recognized as versatile and practical materials for use in many light-structural uses. Recently, more structurally demanding applications have surfaced, which require an improved understanding ...
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    Withdrawal Strength of Threaded Nails 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 004
    Author(s): Douglas R. Rammer; Steve G. Winistorfer; Donald A. Bender
    Publisher: American Society of Civil Engineers
    Abstract: Threaded nails are used in wood construction because of their superior performance, but relatively few tests have been conducted on nails larger than 12
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    Monotonic and Reverse-Cyclic Loading of Lag Screw Connections for Log Shear Wall Construction 

    Source: Journal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 001
    Author(s): Drew A. Graham; David M. Carradine; Donald A. Bender; J. Daniel Dolan
    Publisher: American Society of Civil Engineers
    Abstract: The log building industry favors simple to install mechanical connections between log layers, also referred to as log courses, to facilitate fast and efficient construction. In active seismic regions, lag screws are commonly ...
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    Performance of Log Shear Walls Subjected to Monotonic and Reverse-Cyclic Loading 

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author(s): Drew A. Graham; David M. Carradine; Donald A. Bender; J. Daniel Dolan
    Publisher: American Society of Civil Engineers
    Abstract: Low-rise buildings are typically designed with shear walls and horizontal diaphragms to resist lateral load during windstorms and earthquakes. Although seismic performance and lateral load resistance behavior are generally ...
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