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    Conceptual Model for Temporary Bracing of MPC Wood Trusses 

    Source: Practice Periodical on Structural Design and Construction:;2000:;Volume ( 005 ):;issue: 001
    Author(s): C. R. Underwood; F. E. Woeste
    Publisher: American Society of Civil Engineers
    Abstract: The responsibility for determining and installing temporary bracing for metal-plate-connected (MPC) wood trusses is reviewed. According to industry standards accepted by the model building codes, the contractor or truss ...
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    Wood-Floor Vibration Design Criteria 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 009
    Author(s): R. E. Kalkert; J. D. Dolan; F. E. Woeste
    Publisher: American Society of Civil Engineers
    Abstract: In the United States, floors in wood buildings are currently designed according to strength and deflection criteria under static uniformly distributed loads. With the introduction of engineered joist products such as ...
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    Residential Floor Failures from Dynamic Occupant Loading 

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 004:;page 04021017-1
    Author(s): M. A. Broers; D. A. Bender; F. E. Woeste; A. R. Phillips
    Publisher: ASCE
    Abstract: Dynamic occupant action amplifies demands on structures compared to static loads and is often neglected in design. This paper focuses on 15 light-frame floor collapses caused by dynamic amplification of occupant loads, ...
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