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    Effect of Waveform and Loading Sequence on Low-Cycle Compressive Fatigue Life of Spruce 

    Source: Journal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 001
    Author(s): M. Gong; I. Smith
    Publisher: American Society of Civil Engineers
    Abstract: The effect of waveform and loading sequence on the low-cycle fatigue life of spruce was investigated using parallel-to-grain compressive tests. Triangular, sinusoidal, and square waveforms were used, with a peak stress ...
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    Capacities of OSB-Sheathed Light-Frame Shear-Wall Panels with or without Perforations 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 003
    Author(s): G. Doudak; I. Smith
    Publisher: American Society of Civil Engineers
    Abstract: Walls of low-rise wood light-frame buildings are commonly employed as the primary means for resisting damaging effects of horizontal forces caused by events like hurricanes and earthquakes. Here test data show how openings ...
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    Modern Operational Circuit Design 

    Source: Journal of Dynamic Systems, Measurement, and Control:;1973:;volume( 095 ):;issue: 001:;page 100
    Author(s): J. I. Smith; Bernardo Retchkiman
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Discussion of “<i>Finite Strip Free‐Vibration Analysis of Wood Floors</i>” by A. Filiatrault, B. Folz, and R. O. Foschi (August, 1990, Vol. 116, No. 8) 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 005
    Author(s): I. Smith; Y. H. Chui
    Publisher: American Society of Civil Engineers
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    Hydrogen Embrittlement at Linden Generating Station 

    Source: Journal of Engineering for Gas Turbines and Power:;1964:;volume( 086 ):;issue: 003:;page 347
    Author(s): W. C. Ames; R. I. Smith
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: During the period from October, 1957, to November, 1961, seventeen waterwall tube failures of the hydrogen-embrittlement type occurred in the three oil-fired, high makeup boilers of No. 1 Unit ...
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    Fracture Modeling of Bolted Connections in Wood and Composites 

    Source: Journal of Materials in Civil Engineering:;1999:;Volume ( 011 ):;issue: 004
    Author(s): N. Kharouf; G. McClure; I. Smith
    Publisher: American Society of Civil Engineers
    Abstract: Brittle failures are frequently encountered in wood bolted connections. Because of high localized stress concentrations, cracks initiate at the boundary of the bolt-hole and propagate parallel to the grain. This paper is ...
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    Discussion of “<i>Adjustmlent Factors for Flood Damage Curves</i>” by Edward A. McBean, Jack Gorrie, Michael Fortin, John Ding, and Ralph Moulton (November, 1988, Vol. 114, No. 6) 

    Source: Journal of Water Resources Planning and Management:;1990:;Volume ( 116 ):;issue: 006
    Author(s): J. W. Handmer; D. I. Smith
    Publisher: American Society of Civil Engineers
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    Experimental Evaluation of Load Paths in Light-Frame Wood Structure 

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 002
    Author(s): G. Doudak; G. McClure; I. Smith
    Publisher: American Society of Civil Engineers
    Abstract: Despite much experience that low-rise wood buildings are vulnerable to damage by extreme wind events, few such structures have been tested in fullsize to understand how they respond to wind loads as a whole system. This ...
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    Comparison of Field and Wind Tunnel Pressure Coefficients for a Light-Frame Industrial Building 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 010
    Author(s): G. Doudak; G. McClure; I. Smith; T. Stathopoulos
    Publisher: American Society of Civil Engineers
    Abstract: This technical note describes how full-scale observations of external pressure coefficients for a single storey industrial building located in Quebec City, Canada compared with matched scale at 1:200 wind tunnel measurements. ...
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    Monitoring Structural Response of a Wooden Light-Frame Industrial Shed Building to Environmental Loads 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 005
    Author(s): G. Doudak; G. McClure; I. Smith; L. Hu; T. Stathopoulos
    Publisher: American Society of Civil Engineers
    Abstract: Light-frame wooden buildings are highly complex and redundant structural systems that behave as assemblies of folded and interlocked rib-stiffened plate systems. This paper describes structural monitoring experiments on ...
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