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    Criteria for Initiation of Slide, Rock, and Slide-Rock Rigid-Body Modes 

    Source: Journal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 007
    Author(s): Harry W. Shenton III
    Publisher: American Society of Civil Engineers
    Abstract: The motion of a plane rigid body that rests unrestrained on a rigid foundation that is accelerating is described by five modes of response: rest, slide, rock, slide-rock, and free flight. Determining the correct initial ...
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    Analysis of Crosstie Track in Lateral Plane Using New Track Equations 

    Source: Journal of Transportation Engineering, Part A: Systems:;1997:;Volume ( 123 ):;issue: 003
    Author(s): Harry W. Shenton III
    Publisher: American Society of Civil Engineers
    Abstract: The analysis of a crosstie railroad track in the lateral plane has traditionally been based on the theory of a beam on an elastic foundation, in which the bending rigidity of the track structure is assumed to be twice the ...
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    Linear Robust Control of Identified Nonlinear Inverse Compensated SI Engine 

    Source: Journal of Dynamic Systems, Measurement, and Control:;2003:;volume( 125 ):;issue: 001:;page 69
    Author(s): A. P. Petridis; A. T. Shenton
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A technique based on Horowitz’s nonlinear quantitative feedback theory is presented, in which the size of the uncertainty is reduced by cancellation of the plant nonlinearity through nonlinear ...
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    A Modified, Slowly Varying Parameter Approach for Systems With Impulsive Loadings 

    Source: Journal of Applied Mechanics:;1991:;volume( 058 ):;issue: 001:;page 251
    Author(s): Nicholas P. Jones; Harry W. Shenton
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Many oscillating systems in practice are subject to periodic, impulsive loads during their motion. For nonlinear systems traditional methods, such as the slowly varying parameter technique, have ...
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    Comparison of Static and Dynamic Response of Timber Shear Walls 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 006
    Author(s): David W. Dinehart; Harry W. Shenton III
    Publisher: American Society of Civil Engineers
    Abstract: Static and dynamic tests were conducted on wood frame shear walls to (1) determine the wall resistance to lateral loading; (2) examine the wall performance under fully reversed cycles of dynamic loading; and (3) compare ...
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    Damage Identification Based on Dead Load Redistribution: Effect of Measurement Error 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 008
    Author(s): Xiaofeng Hu; Harry W. Shenton III
    Publisher: American Society of Civil Engineers
    Abstract: The effect of measurement error on the results of a new method for damage identification in large, massive civil structures is presented. The damage identification procedure is based on the redistribution of dead load in ...
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    Damage Identification Based on Dead Load Redistribution: Methodology 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 008
    Author(s): Harry W. Shenton III; Xiaofeng Hu
    Publisher: American Society of Civil Engineers
    Abstract: A new method for damage identification in large, massive civil structures is presented, which is based on the idea that dead load is redistributed when damage occurs in the structure. The method uses static strain measurements ...
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    REMARKS ON THOM'S ESTIMATORS FOR THE GAMMA DISTRIBUTION 

    Source: Monthly Weather Review:;1970:;volume( 098 ):;issue: 002:;page 154
    Author(s): SHENTON, L. R.; BOWMAN, K. O.
    Publisher: American Meteorological Society
    Abstract: Thom's estimators for the two-parameter gamma distribution arise as asymtotic approximations to the maximum likelihood estimators. Being perhaps the simplest estimators known in this case, their properties are here ...
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    Relative Performance of Fixed‐Base and Base‐Isolated Concrete Frames 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 010
    Author(s): H. W. Shenton, III; A. N. Lin
    Publisher: American Society of Civil Engineers
    Abstract: Results of a study are presented in which the performance of code‐designed fixed‐base and base‐isolated concrete frames are compared. The purpose of the investigation is to compare in a quantitative manner the relative ...
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    PC‐Based Data‐Acquisition System for structural monitoring 

    Source: Journal of Computing in Civil Engineering:;1989:;Volume ( 003 ):;issue: 004
    Author(s): Harry W. Shenton, III; Nicholas P. Jones
    Publisher: American Society of Civil Engineers
    Abstract: While personal‐computer‐based data‐acquisition systems have become commonplace in the laboratory environment over the past several years, their use as remote, automatically triggered data‐collection systems has been somewhat ...
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