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    Are Multiple Tropical Cyclone Events Similar among Basins? 

    Source: Journal of Climate:;2017:;volume( 030 ):;issue: 015:;page 5805
    Author(s): Schenkel, Benjamin A.
    Publisher: American Meteorological Society
    Abstract: AbstractThe present study intercompares multiple tropical cyclone event (MTCE) characteristics among each global tropical cyclone (TC) basin using best-track data. Specific focus is placed on examining the number of MTCEs ...
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    Flexural Behavior of an Ultrahigh-Performance Concrete I-Girder 

    Source: Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 006
    Author(s): Benjamin A. Graybeal
    Publisher: American Society of Civil Engineers
    Abstract: The flexural behavior of an ultrahigh-performance concrete (UHPC) was investigated through the testing and related analysis of a full-scale prestressed I-girder. A
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    Dynamical Processes of Block Evolution 

    Source: Journal of the Atmospheric Sciences:;2000:;Volume( 057 ):;issue: 019:;page 3202
    Author(s): Cash, Benjamin A.; Lee, Sukyoung
    Publisher: American Meteorological Society
    Abstract: The dynamical processes associated with block evolution are investigated by analyzing a GCM run, forced with perpetual January conditions. The core of the analysis lies on the temporal evolution of the blocks and on vorticity ...
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    Flow Near Groin‐Like Structures 

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 003
    Author(s): Nallamuthu Rajaratnam; Benjamin A. Nwachukwu
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of an experimental study on the structure of turbulent flow near groin‐like structures. Based on experimental observations, the deflected flow has been analyzed using the model of the ...
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    Development of UHPC Pi-Girder Sections for Span Length up to 41 m 

    Source: Journal of Bridge Engineering:;2015:;Volume ( 020 ):;issue: 003
    Author(s): Gang; Zhang; Benjamin A.; Graybeal
    Publisher: American Society of Civil Engineers
    Abstract: Ultrahigh performance concrete (UHPC) presents many superior properties, such as advanced strength, durability, and long-term stability. The use of existing cross section geometries for materials with advanced properties ...
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    Modeling Structural Performance of Second-Generation Ultrahigh-Performance Concrete Pi-Girders 

    Source: Journal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 004
    Author(s): Linfeng Chen; Benjamin A. Graybeal
    Publisher: American Society of Civil Engineers
    Abstract: The concrete-damaged plasticity (CDP) model with proposed material properties replicated the observed deflection and strain responses of three experimentally tested I-girders and was determined to be consistent for different ...
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    Modeling Structural Performance of Ultrahigh Performance Concrete I-Girders 

    Source: Journal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 005
    Author(s): Linfeng; Chen; Benjamin A.; Graybeal
    Publisher: American Society of Civil Engineers
    Abstract: Ultrahigh performance concrete (UHPC) is an advanced cementitious composite material that has been developed in recent decades. When compared with more conventional cement-based concrete materials, UHPC tends to exhibit ...
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    Observed Nonmodal Growth of the Pacific–North American Teleconnection Pattern 

    Source: Journal of Climate:;2001:;volume( 014 ):;issue: 006:;page 1017
    Author(s): Cash, Benjamin A.; Lee, Sukyoung
    Publisher: American Meteorological Society
    Abstract: A linear-stochastic model is applied to the 10-day low-pass streamfunction field at 300, 500, and 850 mb for 40 winter seasons of Northern Hemisphere NCEP?NCAR reanalysis data. The linear operator is derived from the ...
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    Dimensional Stability of Grout-Type Materials Used as Connections between Prefabricated Concrete Elements 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 009
    Author(s): Igor De la Varga; Benjamin A. Graybeal
    Publisher: American Society of Civil Engineers
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    Stiffness Degradation and Yielding of EPS Geofoam under Cyclic Loading 

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 001
    Author(s): Aurelian C. Trandafir; Benjamin A. Erickson
    Publisher: American Society of Civil Engineers
    Abstract: This paper summarizes major findings from a laboratory study based on stress-controlled cyclic uniaxial compression tests with initial deviator stress conducted on expanded polystyrene (EPS) geofoam. The experiments involved ...
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