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    Force Distribution in Walking Machines Over Rough Terrain 

    Source: Journal of Dynamic Systems, Measurement, and Control:;1991:;volume( 113 ):;issue: 004:;page 754
    Author(s): John F. Gardner
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper presents a computationally efficient technique for the solution of the force distribution problem in walking machines. It differs from previous techniques in two important respects. ...
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    Point Loads on Precast Concrete Floors 

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 011
    Author(s): John F. Stanton
    Publisher: American Society of Civil Engineers
    Abstract: A method of analysis is developed for determining the response of precast concrete floor decks to point loads. Torsion is accounted for, and the method can be applied to a variety of cross sections, including double tees ...
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    Discussion of “<i>Ductile Anchor Bolts for Tall Chimneys</i>” by Stephen J. Powell and Anthony H. Bryant (September, 1983) 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 011
    Author(s): John F. Silva
    Publisher: American Society of Civil Engineers
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    Design Productivity: A Quality Problem 

    Source: Journal of Management in Engineering:;1988:;Volume ( 004 ):;issue: 004
    Author(s): John F. McGeorge
    Publisher: American Society of Civil Engineers
    Abstract: The question of design productivity is approached by reviewing work carried out in construction and manufacturing. Principles of productivity improvement are denned and applied to design. The design process is examined as ...
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    THE RELATION OF THE MOVEMENTS OF THE HIGH CLOUDS TO CYCLONES IN THE WEST INDIES 

    Source: Monthly Weather Review:;1909:;Volume( 037 ):;issue: 004:;page 134
    Author(s): QUINN, JOHN F.
    Publisher: American Meteorological Society
    Abstract: No Abstract Available.
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    Evaluation of Distress in Supports of Hyperbolic Paraboloid Shell 

    Source: Journal of Performance of Constructed Facilities:;2006:;Volume ( 020 ):;issue: 001
    Author(s): John F. Vincent
    Publisher: American Society of Civil Engineers
    Abstract: A church building structure, composed of a saddle-type hyperbolic paraboloid concrete shell roof supported by buttresses and brick masonry walls, was constructed in 1963. At one corner of the structure, the perimeter of ...
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    Managing Construction of Israeli Air Bases in Negev—A Personal Perspective 

    Source: Journal of Management in Engineering:;1985:;Volume ( 001 ):;issue: 004
    Author(s): John F. Wall, Jr.
    Publisher: American Society of Civil Engineers
    Abstract: In the spring of 1980, the writer became project manager of the Israeli Air Base Program. This called for the U.S. Army Corps of Engineers to build, from scratch, high performance tactical fighter bases at Ramon and Ovda ...
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    Case History: Capacity of a Drilled Shaft in the Atlantic Coastal Plain 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 005
    Author(s): John F. Pizzi
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a single case history of a drilled shaft constructed in the Atlantic Coastal Plain deposits for a bridge foundation that was subjected to axial loading. The predicted nominal axial capacity is estimated ...
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    U.S. Competitiveness: A Fluid Engineer’s Viewpoint 

    Source: Journal of Fluids Engineering:;1993:;volume( 115 ):;issue: 002:;page 192
    Author(s): John F. Foss
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Coastal-trapped Wave Scattering into and out of Straits and Bays 

    Source: Journal of Physical Oceanography:;1991:;Volume( 021 ):;issue: 005:;page 681
    Author(s): Middleton, John F.
    Publisher: American Meteorological Society
    Abstract: A theory for the generation of coastal-trapped waves (CTWs) by an oscillatory coastal flux through a strait is extended so as to make velocity, pressure and energy flux everywhere continuous. This development is achieved ...
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