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    Toupin-Type Decay and Saint-Venant’s Principle 

    Source: Applied Mechanics Reviews:;2010:;volume( 063 ):;issue: 006:;page 60803
    Author(s): Jian-Zhong Zhao
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Toupin’s Theorem plays the most influential role in the history of development concerning Saint-Venant’s Principle. We now review the history and the previous works, distinguishing Saint-Venant ...
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    An Alternative Two-Variable Model for Bending Problems of Multilayered Beams 

    Source: Journal of Applied Mechanics:;2008:;volume( 075 ):;issue: 004:;page 44503
    Author(s): Neng-Hui Zhang; Jian-Zhong Chen
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A closed-form analytical solution to thermoelastic bending problems of multilayered beams is obtained by an alternative two-variable method. There are only two unknowns to be solved and two ...
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    Control of Vortex Shedding From a Plate at Incidence Angles in the Range of 0–90 Deg 

    Source: Journal of Fluids Engineering:;2009:;volume( 131 ):;issue: 011:;page 111202
    Author(s): Chuan Ping Shao; Jian Zhong Lin
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A thin strip cross-sectional element is used to suppress vortex shedding from a plate with a width to thickness ratio of 4.0 at incidence angles in the range of 0–90 deg and a Reynolds ...
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    On the Slightly Reduced Navier-Stokes Equations 

    Source: Journal of Fluids Engineering:;1997:;volume( 119 ):;issue: 001:;page 90
    Author(s): Jian-Zhong Xu; Wen-Sheng Yu
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper the so-called slightly reduced Navier-Stokes (SRNS) equations with most streamwise viscous diffusion and heat conduction terms are investigated in detail. It is proved that the ...
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    Lateral Isolation System of a Long-Span Cable-Stayed Bridge with Heavyweight Concrete Girder in a High Seismic Region 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 001
    Author(s): Zhongguo Guan; Han You; Jian-zhong Li
    Publisher: American Society of Civil Engineers
    Abstract: This paper primarily introduces a new lateral isolation system proposed for the seismic control of a long-span cable-stayed bridge, namely, the Yongning Yellow River Bridge, with high seismic activity and a heavyweight ...
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    Impact of Spatial Variability Parameters on Seismic Fragilities of a Cable-Stayed Bridge Subjected to Differential Support Motions 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 006
    Author(s): Jian Zhong; Jong-Su Jeon; Wancheng Yuan; Reginald DesRoches
    Publisher: American Society of Civil Engineers
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    Current Studies on Seismic Pounding Effect between Adjacent Bridge Decks and Falling-off Prevention Measures 

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2007:;Volume ( 002 ):;issue: 002
    Author(s): Wang Jun-wen; Li Jian-zhong; Fan Li-chu
    Publisher: American Society of Civil Engineers
    Abstract: The recent development of the seismic pounding effect between adjacent bridge decks and falling-off measures were introduced in this paper. Firstly, the computing theories and analytical methods of contact-pounding between ...
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    One-Dimensional Viscous Behavior of Clay and Its Constitutive Modeling 

    Source: International Journal of Geomechanics:;2009:;Volume ( 009 ):;issue: 002
    Author(s): Li Jian-Zhong; Peng Fang-Le; Xu Lisheng
    Publisher: American Society of Civil Engineers
    Abstract: One-dimensional viscous behavior of clay was evaluated by performing drained one-dimensional compression tests, and drained triaxial compression tests. In both types of tests, the strain rate was changed stepwise many times ...
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    Influence of Multidirectional Cable Restrainer on Seismic Fragility of a Curved Bridge 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 003
    Author(s): Junjun Guo; Jian Zhong; Xinzhi Dang; Wancheng Yuan
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a passive control device—multidirectional cable restrainer (MDCR)—and develops the fragility curves of a curved bridge with and without MDCR, respectively. Three-dimensional finite-element models with ...
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    Optimal Intensity Measures in Probabilistic Seismic Demand Models of Cable-Stayed Bridges Subjected to Pulse-Like Ground Motions 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 002
    Author(s): Jian Zhong; Jong-Su Jeon; Ya-Hui Shao; Liang Chen
    Publisher: American Society of Civil Engineers
    Abstract: This study explored an optimal intensity measure for probabilistic seismic demand models of multiple components in cable-stayed bridges subjected to pulse-like ground motions. To achieve this goal, this study selected a ...
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