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    Vehicle Induced Dynamic Behavior of Short-Span Slab Bridges Considering Effect of Approach Slab Condition 

    Source: Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 001
    Author(s): Xiaomin Shi; C. S. Cai; Suren Chen
    Publisher: American Society of Civil Engineers
    Abstract: In this paper the vehicle induced dynamic bridge responses are calculated by modeling the bridge and vehicle as one coupled system. The dynamic behavior of short slab bridges with different span lengths induced by the ...
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    Vehicle-Induced Dynamic Performance of FRP versus Concrete Slab Bridge 

    Source: Journal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 004
    Author(s): Yin Zhang; C. S. Cai; Xiaomin Shi; Cheng Wang
    Publisher: American Society of Civil Engineers
    Abstract: In the United States alone, about 30% of the bridges are classified as structurally deficient or functionally obsolete. To alleviate this problem, a great deal of work is being conducted to develop versatile, fully composite ...
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    Research on the Damage Evolution Law and Dynamic Damage Constitutive Model of High-Performance Equal-Sized-Aggregate Concrete Materials 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 005:;page 04022039
    Author(s): Yizhong Tan; Xiaomin Shi; Yihao Cheng; Gan Li; Songlin Yue; Mingyang Wang; Yuheng Wang; Peiyong Wang; Jiawu Zhou
    Publisher: ASCE
    Abstract: High-performance equal-sized-aggregate (HPESA) concrete materials are mainly used as wall-off filling materials for underground engineering to meet the functional requirements of explosion prevention and shock absorption. ...
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