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    Basis and Application of Simple Interaction Formula for Steel Frames under Fire Conditions 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 010
    Author(s): C. Y. Tang; K. H. Tan
    Publisher: American Society of Civil Engineers
    Abstract: For a long time, the Rankine method has been applied successfully to steel columns and frames subjected to increasing loads but maintained at constant ambient temperature. This paper extends the Rankine formula to frames ...
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    Interactive Mechanical Model for Shear Strength of Deep Beams 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 010
    Author(s): C. Y. Tang; K. H. Tan
    Publisher: American Society of Civil Engineers
    Abstract: The current American Concrete Institute code states that the nominal shear strength
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    Interaction Model for Unprotected Concrete Filled Steel Columns Under Standard Fire Conditions 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 009
    Author(s): K. H. Tan; C. Y. Tang
    Publisher: American Society of Civil Engineers
    Abstract: This paper extends the Rankine method to the analyses of reinforced concrete filled steel (RCFS) columns and plain concrete filled steel (PCFS) columns at elevated temperature. The advantage of this approach is that it ...
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    Closure to “Interactive Mechanical Model for Shear Strength of Deep Beams” by C. Y. Tang and K. H. Tan 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 005
    Author(s): C. Y. Tang; K. H. Tan; Zhang Ning
    Publisher: American Society of Civil Engineers
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    Direct Strut-and-Tie Model for Prestressed Deep Beams 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 009
    Author(s): K. H. Tan; K. Tong; C. Y. Tang
    Publisher: American Society of Civil Engineers
    Abstract: The strut-and-tie method is a promising analytical tool for the design of disturbed regions where the conventional plane bending theory does not hold. These include pile caps, corbels, frame joints, deep beams, and so ...
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    Basis and Application of a Simple Interaction Formula for Steel Columns under Fire Conditions 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 010
    Author(s): C. Y. Tang; K. H. Tan; S. K. Ting
    Publisher: American Society of Civil Engineers
    Abstract: The Rankine method has been applied to steel columns and frames subjected to increasing loads but maintained at ambient temperature. An original derivation of the formula, which is general and based on the virtual work ...
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    Experimental and Theoretical Analysis on Formability of Aluminum Tailor-Welded Blanks 

    Source: Journal of Engineering Materials and Technology:;2007:;volume( 129 ):;issue: 001:;page 151
    Author(s): M. Jie; C. H. Cheng; C. L. Chow; C. Y. Tang; L. C. Chan
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper presents an investigation on forming limits of tailor-welded blanks (TWBs) made of 5754-O aluminum sheets using both experimental and numerical approaches. TWBs may be composed of two ...
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    Stability of Reconstructed Paralyzed Shoulders Using a Reflected Long Head Biceps Technique 

    Source: Journal of Biomechanical Engineering:;2001:;volume( 123 ):;issue: 003:;page 227
    Author(s): C. Y. Tang; L. K. Hung; H. S. Wong; A. F. T. Mak; T. Pacaldo
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A new tendon transfer technique is proposed for the reconstruction of the paralyzed shoulders secondary to Brachial Plexus Injury (BPI). In this tendon transfer, the long head of the biceps ...
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