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    Nonlinear Response of Reinforced Concrete Slabs Represented by Beam Grids 

    Source: Journal of Energy Resources Technology:;1983:;volume( 105 ):;issue: 001:;page 90
    Author(s): D. G. Morrison
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The objective of this paper is to present a grid model for the nonlinear analysis of plates. The model, composed of a grid of beam elements responding in flexure and torsion, is described ...
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    Dynamic Lateral‐Load Tests of R/C Column‐Slabs 

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 003
    Author(s): Denby G. Morrison
    Publisher: American Society of Civil Engineers
    Abstract: The response of interior reinforced concrete plate‐column connections in a laterally loaded structure is investigated. Nine specimens were tested, five statically and four dynamically. This paper describes results from ...
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    Stiffness and Energy Dissipation Characteristics of Guyed Tower With Dynamic Mooring Properties 

    Source: Journal of Energy Resources Technology:;1984:;volume( 106 ):;issue: 001:;page 18
    Author(s): D. G. Morrison
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A simple model for a complex system is presented that contains the essential properties of the guyed tower. The dynamic response to wave load of a guyed tower is represented by a single ...
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    Quickwave: An Impulse Algorithm to Calculate Preliminary Design Shear and Moment Envelopes for Compliant Towers 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1995:;volume( 117 ):;issue: 002:;page 85
    Author(s): D. G. Morrison
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A novel, simple method to calculate compliant tower (CT) level shear and moment envelopes for preliminary design has been developed, and verified by comparing with rigorous 3-D tower analyses. ...
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    Simple Models to Evaluate Dynamic Guyed Tower Response 

    Source: Journal of Energy Resources Technology:;1983:;volume( 105 ):;issue: 003:;page 296
    Author(s): D. G. Morrison; S. A. Will
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The Guyed Tower is a system designed for use in relatively deep waters (more than 1000 ft (300m)). A model is described that mimics the response of the tower. This model calculates the ...
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    Eddy Viscosity Distributions Through the Transition of an Incompressible Free Jet 

    Source: Journal of Fluids Engineering:;1988:;volume( 110 ):;issue: 001:;page 98
    Author(s): S. Emami; G. Morrison; G. Tatterson
    Publisher: The American Society of Mechanical Engineers (ASME)
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    A Second Law Approach to Characterising Thermally Stratified Hot Water Storage With Application to Solar Water Heaters 

    Source: Journal of Solar Energy Engineering:;1999:;volume( 121 ):;issue: 004:;page 194
    Author(s): G. Rosengarten; G. Morrison; M. Behnia
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper presents a method of characterising and evaluating the performance of hot water storage systems in terms of their temperature distribution. The change in exergy from the stratified ...
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    Horizontal Forces on a Submerged Wave-Energy Structure in Shallow Water 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1987:;volume( 109 ):;issue: 001:;page 23
    Author(s): D. G. Morrison; J. Zietsman; L. C. Geustyn
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This study was done to determine horizontal design forces on a submerged wave-energy structure in relatively shallow water. Experimental data was compared with calculated horizontal force values. ...
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    Lateral‐Load Tests of R/C Slab‐Column Connections 

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 011
    Author(s): Denby G. Morrison; Ikuo Hirasawa; Mete A. Sozen
    Publisher: American Society of Civil Engineers
    Abstract: The response of interior reinforced concrete plate column connections in a laterally loaded structure is investigated. Nine specimens were tested, five statically and four dynamically to simulate earthquake loading. This ...
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