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    Concentrated Load Design Procedures for Wood-Joist Floor Systems 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 007
    Author(s): Brian J. Tucker; Kenneth J. Fridley
    Publisher: American Society of Civil Engineers
    Abstract: Current light-frame wood construction design specifications recognize repetitive member effects in wood-joist floor systems. However, it is unclear whether these design stress increases apply equally to both uniform and ...
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    A Mechanistic Approach to Matrix Cracking Coupled with Fiber–Matrix Debonding in Short-Fiber Composites 

    Source: Journal of Engineering Materials and Technology:;2005:;volume( 127 ):;issue: 003:;page 337
    Author(s): Ba Nghiep Nguyen; Brian J. Tucker; Mohammad A. Khaleel
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A micro–macro mechanistic approach to damage in short-fiber composites is developed in this paper. At the microscale, a reference aligned fiber composite is considered for the analysis of the ...
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    Governing Yield Modes for Common Bolted and Nailed Wood Connections 

    Source: Practice Periodical on Structural Design and Construction:;2000:;Volume ( 005 ):;issue: 001
    Author(s): Brian J. Tucker; David G. Pollock; Kenneth J. Fridley; Jeffery J. Peters
    Publisher: American Society of Civil Engineers
    Abstract: Connections in wood structures are important when designing for ductility. The 1997 Uniform Building Code has taken this into consideration when designating wind and earthquake load duration factors for connections. Factors ...
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