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    Applications of Compound Strip Method for Folded Plates with Connecting Elements 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 001
    Author(s): D. L. Wiseman; J. A. Puckett
    Publisher: American Society of Civil Engineers
    Abstract: The compound strip method (CSM) is extended to include folded plate structures with frame elements in this paper, the second of two. The mathematical development of the CSM is described in the first paper and the application ...
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    Compound Strip Method for Folded Plates with Connecting Elements 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 001
    Author(s): J. A. Puckett; D. L. Wiseman
    Publisher: American Society of Civil Engineers
    Abstract: The compound strip method is extended to include folded plate structures with connecting elements. The potential energy formulation common to the finite strip method is retained, and a direct stiffness technique for ...
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    Ultimate Strength of Wood Walls in Tension—Pilot Study 

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 007
    Author(s): J. A. Puckett; J. F. Atkinson
    Publisher: American Society of Civil Engineers
    Abstract: The tension resistance of conventionally constructed wood‐frame walls was determined experimentally in a pilot study. A series of tests was performed using a combination of gypsum board, foam, and plywood as sheathing ...
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    Compound Strip Method for Free Vibration Analysis of Continuous Plates 

    Source: Journal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 012
    Author(s): J. A. Puckett; G. J. Lang
    Publisher: American Society of Civil Engineers
    Abstract: A finite strip method is developed for the analysis of continuous elastic plate systems. This approach incorporates the effect of support element stiffness and mass in a direct manner. The stiffness and mass contributions ...
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    B‐Spline Compound Strip Formulation for Braced Thin‐Walled Structures 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 005
    Author(s): C. J. Chen; R. M. Gutkowski; J. A. Puckett
    Publisher: American Society of Civil Engineers
    Abstract: A B‐spline bracing element of arbitrary orientation is developed and combined with the B‐spline compound strip method (BCSM) to analyze structures having bracing members. In the BCSM, a problem is first partially discretized ...
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    Increased Damping in Cantilevered Traffic Signal Structures 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 004
    Author(s): H. R. Hamilton III; G. S. Riggs; J. A. Puckett
    Publisher: American Society of Civil Engineers
    Abstract: Dynamic characteristics of a traffic signal structure were determined experimentally. Various strategies were investigated to provide additional damping. By decreasing the magnitude and the number of fatigue cycles caused ...
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    Damping in Cantilevered Traffic Signal Structures under Forced Vibration 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 003
    Author(s): P. S. McManus; H. R. Hamilton, III; J. A. Puckett
    Publisher: American Society of Civil Engineers
    Abstract: The dynamic characteristics of a cantilevered traffic signal structure were determined experimentally and theoretically. The experimental procedures involved forced vibration of the structure by an eccentric-mass oscillator. ...
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