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    Theoretical Joist-Rupture Sequences in Wood-Floor System Model 

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 010
    Author(s): Timothy A. Philpot; David V. Rosowsky
    Publisher: American Society of Civil Engineers
    Abstract: The mechanical behavior of wood is strongly dependent on factors such as species, grade, moisture content, and member size as well as on time effects such as duration of load and creep. Time-dependent phenomena, combined ...
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    Energy‐Based Failure Criterion for Wood 

    Source: Journal of Materials in Civil Engineering:;1994:;Volume ( 006 ):;issue: 004
    Author(s): Timothy A. Philpot; Kenneth J. Fridley; David V. Rosowsky
    Publisher: American Society of Civil Engineers
    Abstract: Recent research into the strength of dimension lumber has led to the development of an alternative failure criterion based on the notion of a critical energy density for the material. The strength of wood is known to be ...
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    Serviceability Design in LRFD for Wood 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 012
    Author(s): Timothy A. Philpot; David V. Rosowsky; Kenneth J. Fridley
    Publisher: American Society of Civil Engineers
    Abstract: The phenomenon of creep causes the deflection of a wood beam under sustained loading to increase throughout time. Current design codes include provisions to account for the time‐dependent deflections of wood members in ...
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    Reliability of Wood Joist Floor Systems with Creep 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 006
    Author(s): Timothy A. Philpot; David V. Rosowsky; Kenneth J. Fridley
    Publisher: American Society of Civil Engineers
    Abstract: Light-frame wood floors are constructed from a number of parallel flexural members (joists), which provide the primary structural support. Sheathing material is attached across the top edges of these joists to form the ...
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