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    Note on Finite Symmetrical Deflections in Thin Shells of Revolution 

    Source: Journal of Applied Mechanics:;1967:;volume( 034 ):;issue: 003:;page 763
    Author(s): D. P. Billington
    Publisher: The American Society of Mechanical Engineers (ASME)
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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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    Impact of UHPC Tensile Behavior on Steel Reinforced UHPC Flexural Behavior 

    Source: Journal of Structural Engineering:;2021:;Volume ( 148 ):;issue: 001:;page 04021244
    Author(s): Yi Shao; Sarah L. Billington
    Publisher: ASCE
    Abstract: Ultrahigh-performance concrete (UHPC) typically contains short steel fibers with a fiber volume of 2% or larger. This relatively high fiber volume leads to high UHPC tensile strength, typically larger than 8&nbsp;MPa, and ...
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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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    Investigation of Infill Panels Made from Engineered Cementitious Composites for Seismic Strengthening and Retrofit 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 011
    Author(s): Keith Kesner; Sarah L. Billington
    Publisher: American Society of Civil Engineers
    Abstract: An infill system for frame structures has been developed as a retrofit strategy for critical facilities. The system uses precast panels made with an engineered cementitious composite (ECC) material in lieu of a traditional ...
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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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