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    Service Performance of Long-Span Lightweight Aggregate Concrete Box-Girder Bridges 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 001
    Author(s): Y. H. Chai
    Publisher: American Society of Civil Engineers
    Abstract: This paper provides background on the use of lightweight aggregate concrete in long-span bridges. Observed time-dependent deflection of long-span lightweight aggregate concrete box-girder bridges is highlighted. The paper ...
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    Flexural Strength and Ductility of Extended Pile-Shafts. I: Analytical Model 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 005
    Author(s): Y. H. Chai
    Publisher: American Society of Civil Engineers
    Abstract: An analytical model, based on the commonly used equivalent cantilever concept, is developed for assessing the local ductility demand of a yielding pile-shaft when subjected to lateral loading. For elastic response of the ...
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    Service Performance of Long-Span Lightweight Aggregate Concrete Box-Girder Bridges 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 001
    Author(s): Y. H. Chai
    Publisher: American Society of Civil Engineers
    Abstract: This paper provides background on the use of lightweight aggregate concrete in long-span bridges. Observed time-dependent deflection of long-span lightweight aggregate concrete box-girder bridges is highlighted. The paper ...
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    Sectional Depth of Prestressed Concrete Beams with Excess Capacity 

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 007
    Author(s): Y. H. Chai
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the requirements for the sectional depth of prestressed concrete beams satisfying the permissible stress limits are examined. An explicit expression for the member depth is derived in terms of three geometric ...
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    Bridge Deck Replacement of Posttensioned Concrete Box-Girder Bridges 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 012
    Author(s): Youyou Zhang; Y. H. Chai
    Publisher: ASCE
    Abstract: This paper studies the feasibility of replacing damaged deck of posttensioned concrete box-girder bridges without the use of falsework to support the superstructure span. Parameters of the study included straight, curved, ...
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    Reexamination of the Vibrational Period of Coupled Shear Walls by Differential Transformation 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 011
    Author(s): Y. H. Chai; Yanfei Chen
    Publisher: American Society of Civil Engineers
    Abstract: In multistory buildings, coupled shear walls are frequently used as the main lateral load resisting system, the seismic design of which requires some knowledge of their periods of vibration. Although the vibrational ...
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    Waiting Period for Closure Pours in Bridge Widening or Staged Construction 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 005
    Author(s): Y. H. Chai; H. J. Hung
    Publisher: American Society of Civil Engineers
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    Flexural Strength and Ductility of Extended Pile-Shafts. II: Experimental Study 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 005
    Author(s): Y. H. Chai; Tara C. Hutchinson
    Publisher: American Society of Civil Engineers
    Abstract: Results of an experimental program investigating the lateral strength and ductility capacity of reinforced concrete piles are presented. Four full-scale reinforced concrete piles with details representative of the current ...
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    Geometry of Submerged Funicular Arches in Cartesian Coordinates 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 008
    Author(s): Y. H. Chai; S. K. Kunnath
    Publisher: American Society of Civil Engineers
    Abstract: The derivation of funicular shapes for submerged arches has been the subject of a number of studies. In a recent paper, the solution governing the shape of the arch was derived in a coordinate system involving the arc length
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    Experimental Study on the Performance of Approach Slabs under Deteriorating Soil Washout Conditions 

    Source: Journal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 005
    Author(s): Yung-Tsang Chen; Y. H. Chai
    Publisher: American Society of Civil Engineers
    Abstract: In the U.S. bridge design practice, an approach slab is commonly provided to facilitate a smooth transition from the highway pavement to the bridge deck. Maintenance of bridge approaches often necessitates the repair or ...
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