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    Environmental Degradation of Fiber-Reinforced Polymer Fasteners in Wood 

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 005
    Author(s): Samuel L. Zelinka; Douglas R. Rammer
    Publisher: American Society of Civil Engineers
    Abstract: This paper examines the durability of fiber-reinforced polymer (FRP) nails in treated wood. The FRP nails were exposed to four conditions: (1) accelerated weathering, consisting of exposure to ultraviolet light and ...
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    Shear Strength of Solid-Sawn Douglas-Fir Beams 

    Source: Journal of Materials in Civil Engineering:;1997:;Volume ( 009 ):;issue: 003
    Author(s): Douglas R. Rammer; Patricia K. Lebow
    Publisher: American Society of Civil Engineers
    Abstract: The objective of this study was to improve current shear design criteria by establishing a test method for creating a database of beam shear strength of solid-sawn Douglas-fir lumber and correlating it to shear block test ...
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    Corrosion Rates of Fasteners in Treated Wood Exposed to 100% Relative Humidity 

    Source: Journal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 012
    Author(s): Samuel L. Zelinka; Douglas R. Rammer
    Publisher: American Society of Civil Engineers
    Abstract: In the past, gravimetric corrosion data for fasteners exposed to treated wood has been reported as a percent weight loss. Although percent weight loss is a valid measure of corrosion for comparing identical fasteners, it ...
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    Withdrawal Strength and Bending Yield Strength of Stainless Steel Nails 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 005
    Author(s): Douglas R. Rammer; Samuel L. Zelinka
    Publisher: American Society of Civil Engineers
    Abstract: It has been well established that stainless steel nails have superior corrosion performance compared to carbon steel or galvanized nails in treated wood; however, their mechanical fastening behavior is unknown. In this ...
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    Design of Glued Laminated Timber Columns 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 012
    Author(s): John J. Zahn; Douglas R. Rammer
    Publisher: American Society of Civil Engineers
    Abstract: The column design criterion adopted in the 1991 National Design Specification (NDS) contains a parameter
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    Determination of Ylinen's Parameter for Parallel-Strand Lumber 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 010
    Author(s): Douglas R. Rammer; John J. Zahn
    Publisher: American Society of Civil Engineers
    Abstract: This study investigates the performance of 38 by 89 mm (1.5 by 3.5 in.) parallel-strand lumber columns. Currently, the 1991 national design specification of the American Forest and Paper Association for columns includes a
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    Withdrawal Strength of Threaded Nails 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 004
    Author(s): Douglas R. Rammer; Steve G. Winistorfer; Donald A. Bender
    Publisher: American Society of Civil Engineers
    Abstract: Threaded nails are used in wood construction because of their superior performance, but relatively few tests have been conducted on nails larger than 12
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    Hybrid System of Unbonded Post-Tensioned CLT Panels and Light-Frame Wood Shear Walls 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 002
    Author(s): Tu Xuan Ho; Thang Nguyen Dao; Sriram Aaleti; John W. van de Lindt; Douglas R. Rammer
    Publisher: American Society of Civil Engineers
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