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    Test Method for Determining the Shear Modulus of Elastomeric Bearings 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 006
    Author(s): Cem Topkaya; Joseph A. Yura
    Publisher: American Society of Civil Engineers
    Abstract: The shear modulus of the elastomer is the most important material property related to the behavior of elastomeric bearings used principally at supports in bridges. Current methods for determining the shear modulus usually ...
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    Ring Beam Stiffness Criterion for Column-Supported Metal Silos 

    Source: Journal of Engineering Mechanics:;2011:;Volume ( 137 ):;issue: 012
    Author(s): Cem Topkaya; J. Michael Rotter
    Publisher: American Society of Civil Engineers
    Abstract: Cylindrical metal silos are commonly elevated to provide access space beneath to directly discharge the contained materials into transportation systems. Evenly spaced column supports are commonly utilized. In larger silos, ...
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    Evaluation of Top Flange Bracing Systems for Curved Box Girders 

    Source: Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 006
    Author(s): Cem Topkaya; Widianto; Eric B. Williamson
    Publisher: American Society of Civil Engineers
    Abstract: In recent years, steel trapezoidal box girders for curved highway interchanges have become popular. For these bridge systems, significant steel girder cross-sectional stresses occur during the concrete casting sequence. ...
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    Solver and Shell Element Performances for Curved Bridge Analysis 

    Source: Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 004
    Author(s): Cem Topkaya; Ahmet Serhat Kalaycı; Eric B. Williamson
    Publisher: American Society of Civil Engineers
    Abstract: A study has been undertaken to investigate different solver and shell element performances for curved bridge finite-element analysis. Three sparse solvers were implemented into a bridge finite-element analysis code, and ...
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    Composite Shear Stud Strength at Early Concrete Ages 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 006
    Author(s): Cem Topkaya; Joseph A. Yura; Eric B. Williamson
    Publisher: American Society of Civil Engineers
    Abstract: Composite action between a reinforced concrete deck and steel girders is usually achieved by making use of welded headed shear studs. The mechanics of shear studs embedded in mature concrete has been investigated extensively ...
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