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    Tree Beam Continuum Element: Two Case Histories 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 011
    Author(s): James S. Notch
    Publisher: American Society of Civil Engineers
    Abstract: The development of a unique lateral load resistant system for two tall and slender office towers is described. System design development is documented for a 52‐level downtown office tower with a frame aspect ratio (height/least ...
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    Octagonal Framed Tube Office Building: A Case History 

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 012
    Author(s): James S. Notch
    Publisher: American Society of Civil Engineers
    Abstract: This paper documents the structural design and analysis as it evolved in the planning of the new Capital Bank Plaza in Houston, Texas. The 1,375,000 sq ft
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    Circu‐Rectangular Bundled Tube Office Tower—A Case History 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 007
    Author(s): James S. Notch
    Publisher: American Society of Civil Engineers
    Abstract: This paper documents the structural design and analysis as it evolved in the planning of the new Four Allen Center Tower in Houston, Texas. The 1,440,000 sq ft
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    Closure to “<i>Computer Analysis/Design of Large Mat Foundations</i>” by Steven C. Ball and James S.‐Notch (May, 1984) 

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 011
    Author(s): Steven C. Ball; James S. Notch
    Publisher: American Society of Civil Engineers
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    Computer Analysis/Design of Large Mat Foundations 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 005
    Author(s): Steven C. Ball; James S. Notch
    Publisher: American Society of Civil Engineers
    Abstract: Mat foundations are commonly used under structures whenever the column loads or soil conditions result in conventional footings or piles occupying most of the site. For mat foundations of minimal size and complexity, long ...
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