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    Effect of Discrete Member Size on Reliability of Wood Beams 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 006
    Author(s): D. V. Rosowsky; K. J. Fridley
    Publisher: American Society of Civil Engineers
    Abstract: Unlike other building materials, dimension lumber is available only in a very limited number of sizes. Typical low-rise building construction uses common “two-by” lumber ranging in size from nominal 2 × 4 to 2 × 12 (38 × ...
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    Reliability‐Based Design of Wood Members Subject to Ponding 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 011
    Author(s): D. V. Rosowsky; K. J. Fridley
    Publisher: American Society of Civil Engineers
    Abstract: Ponding loads coupled with creep effects may contribute significantly to the nonperformance (ultimate failure) of wood roof members. Proposed load and resistance factor design (LRFD) specification provisions for the flexural ...
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    Observations from Shore Load Measurements during Concrete Construction 

    Source: Journal of Performance of Constructed Facilities:;1997:;Volume ( 011 ):;issue: 001
    Author(s): D. V. Rosowsky; T. W. Philbrick, Jr.; Dryver R. Huston
    Publisher: American Society of Civil Engineers
    Abstract: Loads during construction are highly variable and are often far in excess of what might be considered reasonable for purposes of design. While formwork design is still generally the responsibility of the contractor, increased ...
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    Investigating the Adequacy of Vertical Design Loads for Shoring 

    Source: Journal of Performance of Constructed Facilities:;1998:;Volume ( 012 ):;issue: 001
    Author(s): A. V. Kothekar; D. V. Rosowsky; D. R. Huston
    Publisher: American Society of Civil Engineers
    Abstract: In contrast to design of structures for their service life, very little information is provided to the engineer for selecting appropriate design loads for construction. Before new design loads or load combinations can be ...
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    Accounting for Human Error during Design and Construction 

    Source: Journal of Architectural Engineering:;1995:;Volume ( 001 ):;issue: 002
    Author(s): A. M. El-Shahhat; D. V. Rosowsky; W. F. Chen
    Publisher: American Society of Civil Engineers
    Abstract: Three approaches to addressing human errors during engineering design and construction are presented. The first is a mathematical model to investigate the effect of error in load or resistance on the reliability of the ...
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    Uplift Capacity of Light-Frame Rafter to Top Plate Connections 

    Source: Journal of Architectural Engineering:;1997:;Volume ( 003 ):;issue: 004
    Author(s): T. D. Reed; D. V. Rosowsky; S. D. Schiff
    Publisher: American Society of Civil Engineers
    Abstract: An experimental testing program was conducted to investigate the uplift capacity of various rafter to top plate connections. Rather than simply testing the fastener in an ideal test specimen configuration, attention is ...
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    Strength-Based Reliability of Wood Shearwalls Subject to Wind Load 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 002
    Author(s): J. W. van de Lindt; D. V. Rosowsky
    Publisher: American Society of Civil Engineers
    Abstract: Wood shearwalls provide the majority of the lateral force resistance in light-frame wood construction, which makes up the vast percentage of residential and some percentage of commercial construction in the United States. ...
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    Evolutionary Parameter Hysteretic Model for Wood Shear Walls 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 008
    Author(s): W. C. Pang; D. V. Rosowsky; S. Pei; J. W. van de Lindt
    Publisher: American Society of Civil Engineers
    Abstract: The hysteretic behavior of wood shear walls subjected to cyclic loading exhibit highly nonlinear force-displacement responses. There exists a careful balance between model complexity and necessary accuracy. In fact, the ...
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    Strength-Based Seismic Reliability of Wood Shear Walls Designed According to AF&PA/ASCE 16 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 008
    Author(s): J. W. van de Lindt; J. N. Huart; D. V. Rosowsky
    Publisher: American Society of Civil Engineers
    Abstract: In the United States the vast majority of single and multifamily homes are constructed using light-frame wood construction which typically consists of dimension lumber sheathed with plywood or oriented strand board. These ...
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