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    Differential Movement Effects in Steel Shelf Angles 

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 003
    Author(s): Joseph A. Yura
    Publisher: American Society of Civil Engineers
    Abstract: Shelf angles, supporting masonry on a structural frame, deflect due to the weight of the masonry and may also deflect due to differential movement between the masonry and the frame in the absence of an adequate expansion ...
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    Discussion of “<i>Effective Length Factor for Restrained Beam‐Column</i>” by Kuo‐Kuang Hu and David C. Lai (February, 1986, Vol. 112, No. 2) 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 005
    Author(s): Joseph A. Yura
    Publisher: American Society of Civil Engineers
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    Discussion: Slenderness <i>K</i> Factor for Leaning Columns 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 002
    Author(s): Joseph A. Yura
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>K‐Factor Paradox</i>” by Francois Cheong‐Siat‐Moy (August 1986, Vol. 112, No. 8) 

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 009
    Author(s): Joseph A. Yura
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Column Design in Steel Frames under Gravity Load</i>” by Oscar de Buen (October, 1992, Vol. 118, No. 10) 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 003
    Author(s): Joseph A. Yura
    Publisher: American Society of Civil Engineers
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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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    Parameters Influencing Performance of Elastomeric Bearings at Low Temperatures 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 008
    Author(s): Ahmet Yakut; Joseph A. Yura
    Publisher: American Society of Civil Engineers
    Abstract: Experimental research was conducted to investigate the performance of elastomeric bridge bearings at low temperatures. Full-size natural rubber and neoprene bearings were tested by specially designed test setups inside a ...
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    Evaluation of Elastomeric Bearing Performance at Low Temperatures 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 008
    Author(s): Ahmet Yakut; Joseph A. Yura
    Publisher: American Society of Civil Engineers
    Abstract: Recent studies on elastomeric bearings led to changes in the design specifications, which tend to indicate that bearings fabricated in the past, would fail the current test requirements. This is contrary to the fact that ...
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    Evaluation of Low-Temperature Test Methods for Elastomeric Bridge Bearings 

    Source: Journal of Bridge Engineering:;2002:;Volume ( 007 ):;issue: 001
    Author(s): Ahmet Yakut; Joseph A. Yura
    Publisher: American Society of Civil Engineers
    Abstract: Elastomeric bearings have had an exemplary performance record over the past 40 years. Recently, increased testing requirements have been imposed that now make the testing of elastomeric bearings one of the major costs in ...
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    Discussion of “<i>Buckling of Coped Steel Beams</i>” by Ajaya K. Gupta (September, 1984) 

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 001
    Author(s): Jung–June Cheng; Joseph A. Yura
    Publisher: American Society of Civil Engineers
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