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    Deflection of Steel-Concrete Composite Beams with Partial Shear Interaction 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 010
    Author(s): Y. C. Wang
    Publisher: American Society of Civil Engineers
    Abstract: This paper is concerned with calculating the maximum deflection of steel-concrete composite beams with partial shear interaction. Under the guidance of various current design codes, this deflection is related to the strength ...
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    Postbuckling Behavior of Axially Restrained and Axially Loaded Steel Columns under Fire Conditions 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 003
    Author(s): Y. C. Wang
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a theoretical study of the postbuckling behavior of an axially loaded steel column at elevated temperatures whose thermal expansion is restrained by the adjacent structural members. This ...
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    Temperature Attained in Intumescent Coating–Protected Concrete-Filled Circular Steel Tubular Sections under the Standard Fire Condition 

    Source: Journal of Structural Engineering:;2021:;Volume ( 148 ):;issue: 001:;page 04021224
    Author(s): M. Jafarian; Y. C. Wang; J. Yuan
    Publisher: ASCE
    Abstract: This paper presents the results of an experimental and numerical investigation to obtain a simplified analytical method to calculate intumescent coating thermal conductivity and temperatures of intumescent coating–protected ...
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    Holographic Visualization of Convective Flow Around a Heated Rotating Cone of Finite Length 

    Source: Journal of Fluids Engineering:;1993:;volume( 115 ):;issue: 003:;page 515
    Author(s): S. M. Tieng; Y. C. Wang
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The convective flow around a heated rotating cone of finite length is investigated experimentally by means of 3-D and real-time holographic interferometry at rotational speeds of up to 4600 rpm ...
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    Research Toward Use of Unprotected Steel Structures 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 012
    Author(s): Y. C. Wang; V. K. R. Kodur
    Publisher: American Society of Civil Engineers
    Abstract: When exposed to fire, steel loses stiffness and strength; to limit this loss of strength and stiffness, external fire protection is provided to the steel structural members to satisfy required fire resistance ratings. ...
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    Closure to “Research Toward Use of Unprotected Steel Structures” by Y. C. Wang and V. K. R. Kodur 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 005
    Author(s): Y. C. Wang; V. K. R. Kodur
    Publisher: American Society of Civil Engineers
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    Response of RC T-Beams Strengthened for Flexure with Staggered CFRP Plates 

    Source: Journal of Composites for Construction:;2001:;Volume ( 005 ):;issue: 003
    Author(s): Y. C. Wang; J. I. Restrepo
    Publisher: American Society of Civil Engineers
    Abstract: The results of an analytical and experimental study on the behavior of reinforced concrete T-beams retrofitted with carbon-fiber-reinforced polymer (CFRP) plates are discussed in this paper. CFRP plates were bonded to the ...
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    Punching Shear Behavior of an Innovative Connection between Steel-Tubular Column and Flat-Concrete Slab 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 008
    Author(s): J. L. Yu; Y. C. Wang
    Publisher: ASCE
    Abstract: This paper presents the results of an experimental investigation into the punching shear behavior of an innovative simple and effective shear connection method between steel-tubular column and flat-concrete slab using ...
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    Improved Computation of Stress Resultants in the <i>p</i>-Ritz Method 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 002
    Author(s): C. M. Wang; Y. C. Wang; J. N. Reddy; V. Thevendran
    Publisher: American Society of Civil Engineers
    Abstract: This paper highlights the problems encountered in bending and vibration analysis of thin plates when using the
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