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    Seismic Performance of Confined Sill Plate Connections 

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 011
    Author(s): Joseph M. Bracci; Rebecca F. Stromatt; David G. Pollock
    Publisher: American Society of Civil Engineers
    Abstract: In the aftermath of the 1994 Northridge earthquake, extensive field investigations revealed damage in wood frame construction in the form of splitting of the 2 × 4 or 2 × 6 wood sill plates along the line of anchor bolts ...
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    LRFD for Engineered Wood Structures—Connection Behavioral Equations 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 010
    Author(s): Thomas E. McLain; Lawrence A. Soltis; David G. Pollock, Jr.; Thomas L. Wilkinson
    Publisher: American Society of Civil Engineers
    Abstract: A new design specification for engineered wood structures has been proposed in load and resistance factor design (LRFD) format. This paper provides an overview of the proposed LRFD connections design criteria. The connections ...
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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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