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    Closure to “<i>Anton Tedesko: Thin Shells and Esthetics</i>” by David P. Billington (November, 1982) 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 002
    Author(s): David P. Billington
    Publisher: American Society of Civil Engineers
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    History and Aesthetics of Cable‐Stayed Bridges 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 010
    Author(s): David P. Billington; Aly Nazmy
    Publisher: American Society of Civil Engineers
    Abstract: This paper discusses the early 19th century ideas on cable‐stayed bridges, the innovations from Germany following World War II, the introduction of such bridges into the United States, and some developments in design ...
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    Architecture and Engineering at Princeton University 

    Source: Journal of Architectural Engineering:;1995:;Volume ( 001 ):;issue: 002
    Author(s): Robert Mark; David P. Billington
    Publisher: American Society of Civil Engineers
    Abstract: The Department of Civil Engineering and Operations Research and the School of Architecture at Princeton University offer a unique program that integrates engineering and architectural design by combining the curricula of ...
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    Conceptual Design for the Sunniberg Bridge 

    Source: Journal of Bridge Engineering:;2003:;Volume ( 008 ):;issue: 003
    Author(s): Chelsea Honigmann; David P. Billington
    Publisher: American Society of Civil Engineers
    Abstract: This paper explains how a major engineer, Christian Menn, conceived of his design for the 1998 Sunniberg Bridge in Switzerland. Menn had given a brief outline of his approach in an earlier paper, and this paper works out ...
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    Gabled Hyperbolic Paraboloid Roofs without Edge Beams 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 002
    Author(s): Tamara Jadik; David P. Billington
    Publisher: American Society of Civil Engineers
    Abstract: Finite-element analyses have shown that the membrane theory assumption for the behavior of gabled hyperbolic paraboloids is incorrect. The form of the structure was originally conceived using this erroneous assumption of ...
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    Closure to “<i>Concentrated Edge Loads on Hyperboloidal Shells</i>” by Julian A. Dumitrescu and David P. Billington (January, 1984) 

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 006
    Author(s): Julian A. Dumitrescu; David P. Billington
    Publisher: American Society of Civil Engineers
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    Concentrated Edge Loads on Hyperboloidal Shells 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 001
    Author(s): Julian A. Dumitrescu; David P. Billington
    Publisher: American Society of Civil Engineers
    Abstract: The work presented in this paper shows that hyperboloid shells can be inexpensively analyzed under the action of concentrated loads using an axisymmetric program. From the point of view of behavior, the numerical analyses ...
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    Theory and History of Suspension Bridge Design from 1823 to 1940 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 003
    Author(s): Stephen G. Buonopane; David P. Billington
    Publisher: American Society of Civil Engineers
    Abstract: Within the context of a historical overview, this paper examines how the history and theory of suspension bridges affected their design between 1823 and 1940. Navier's theory of the unstiffened suspension bridge reveals ...
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    FE Analysis of Tucker High School Roof Using Nonlinear Geometry and Creep 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 009
    Author(s): Nicholas P. Edwards; David P. Billington
    Publisher: American Society of Civil Engineers
    Abstract: A nonlinear analysis that focused on geometric effects and also included the long-term effects of creep and shrinkage performed on the Tucker High School roof revealed an unstable shell with little capacity for increased ...
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    Safety Analysis of Suspension‐Bridge Cables: Williamsburg Bridge 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 011
    Author(s): John Matteo; George Deodatis; David P. Billington
    Publisher: American Society of Civil Engineers
    Abstract: The Williamsburg Bridge crossing New York City's East River has been attacked both by engineering critics who consider it a clumsily oversized design and by the harsh salt‐air environment around the island of Manhattan, ...
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