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    Modified Skew Bending Model for Segmental Bridge with Unbonded Tendons 

    Source: Journal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 001
    Author(s): Z. Huang; X. L. Liu
    Publisher: American Society of Civil Engineers
    Abstract: Segmental bridges with unbonded prestressed tendons have some advantages over conventional concrete bridges, such as weather-independent construction and the corrosion protection of the prestressing tendons. This paper ...
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    Unified Approach for Analysis of Box-Section Members under Combined Actions 

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 004
    Author(s): Z. Huang; X. L. Liu
    Publisher: American Society of Civil Engineers
    Abstract: Reinforced concrete (RC) structural elements with box sections are commonly used in the horizontal and vertical structures of bridges. Reinforced concrete structures in bridges have often failed under the combined forces ...
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    Reinforced Concrete Pipe Columns: Behavior and Design 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 006
    Author(s): X. L. Liu; W. F. Chen
    Publisher: American Society of Civil Engineers
    Abstract: The results of a series of 14 full‐scale tests on reinforced concrete pipe columns are reported. For each of these tests, a complete set of synchronously measurements, covering the entire range of loading, are acquired. ...
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    Further Verifications of Beam‐Column Strength Equations 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 002
    Author(s): C. S. Cai; X. L. Liu; W. F. Chen
    Publisher: American Society of Civil Engineers
    Abstract: The aim of this work is to provide further numerical and experimental verifications of the validity of the AISC load and resistance factor design (LRFD) interaction equations for the design of biaxially loaded beam‐columns ...
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    Creep Analysis of Concrete Buildings during Construction 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 010
    Author(s): H. M. Lee; X. L. Liu; W. F. Chen
    Publisher: American Society of Civil Engineers
    Abstract: During construction of high‐rise concrete buildings, the freshly placed concrete floor is supported by shores and reshores, which are in turn supported by several previously cast floor slabs. To avoid unexpected failures, ...
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