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    Generalized Differential Quadrature for Frequency of Rotating Multilayered Conical Shell 

    Source: Journal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 011
    Author(s): Khin-Yong Lam; Hua Li
    Publisher: American Society of Civil Engineers
    Abstract: This paper uses the generalized differential quadrature (GDQ) method to study the influence of boundary conditions on the natural frequency of a rotating thin truncated circular multilayered conical shell. The governing ...
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    Nanoscratch Simulation on a Copper Thin Film Using a Novel Multiscale Model 

    Source: Journal of Nanomechanics and Micromechanics:;2014:;Volume ( 004 ):;issue: 002
    Author(s): Venkataraman Pandurangan; T. Y. Ng; Hua Li
    Publisher: American Society of Civil Engineers
    Abstract: A two-dimensional (2D) multiscale model to simulate the nanoscratching of a copper thin film is discussed in this paper. The multiscale model uses the classical molecular dynamics (MD) method to simulate the atomistic ...
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    Parallel Walls as an Abutment Scour Countermeasure 

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 005
    Author(s): Hua Li; Brian D. Barkdoll; Roger Kuhnle; Carlos Alonso
    Publisher: American Society of Civil Engineers
    Abstract: Scour at bridge abutments can cause damage or failure of bridges and result in excessive repairs, loss of accessibility, or even death. To mitigate abutment scour, both clear-water and live-bed laboratory experiments in a ...
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    Synthesis and Analysis of Kinematics/Statics of a Novel 2SP̱S+SP̱R+SP Parallel Manipulator 

    Source: Journal of Mechanical Design:;2008:;volume( 130 ):;issue: 009:;page 92302
    Author(s): Yi Lu; Yan Shi; Shi-Hua Li; Xing-Bin Tian
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper proposes a systematic methodology for dimension synthesis, kinematics, and statics of a novel 2SP̱S+SP̱R+SP parallel manipulator with 3DOF. First, a workspace is varied and analyzed ...
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    Thermal Properties of Hybrid Fiber-Reinforced Reactive Powder Concrete at High Temperature 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 003
    Author(s): Haiyan Li; Xianhui Hao; Qi Qiao; Boyang Zhang; Hua Li
    Publisher: ASCE
    Abstract: In order to study the thermal properties of reactive powder concrete (RPC) at high temperatures, the thermal conductivity, thermal diffusivity, specific heat capacity, and linear expansion coefficient of hybrid fiber-reinforced ...
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    Fatigue Deformation Model of Plain and Fiber-Reinforced Concrete Based on Weibull Function 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 001
    Author(s): Bo-Tao Huang; Qing-Hua Li; Shi-Lang Xu
    Publisher: American Society of Civil Engineers
    Abstract: A novel model based on the three-parameter Weibull function is proposed to describe the three-stage fatigue deformation behavior of plain and fiber-reinforced concrete. The fatigue strain at a particular stress between ...
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    Effect of Dewatering in a Confined Aquifer on Ground Settlement in Deep Excavations 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 010
    Author(s): Zhang Yang-Qing;Wang Jian-Hua;Li Ming-Guang
    Publisher: American Society of Civil Engineers
    Abstract: Dewatering must be conducted for shallow confined aquifers located below deep excavations. However, its effects on ground settlement remain unclear, due to the complicated seepage and stress condition of the strata. In ...
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    Flexural Behavior of Hollow-Core Slabs Strengthened with Prestressed Basalt FRP Grids 

    Source: Journal of Composites for Construction:;2019:;Volume (023):;issue:003
    Author(s): Xing-Hua Li;Gang Wu;Sheng Wang;Xin-Hua Yu
    Publisher: American Society of Civil Engineers
    Abstract: Numerous studies have been conducted on strengthening techniques using prestressed fiber-reinforced polymer (FRP) laminates, bars, and tendons. However, to date, no technique has been developed for prestressed FRP grids, ...
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    Excessive Long-Time Deflections of Prestressed Box Girders. II: Numerical Analysis and Lessons Learned 

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 006
    Author(s): Zdene ˘k P. Bažant; Qiang Yu; Guang-Hua Li
    Publisher: American Society of Civil Engineers
    Abstract: As a sequel to Part I, which clarified the causes of the unexpectedly large deflections of the Koror-Babeldaob Bridge in the Pacific island nation of Palau, Part II presents the numerical procedure and reviews the lessons ...
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    Excessive Long-Time Deflections of Prestressed Box Girders. I: Record-Span Bridge in Palau and Other Paradigms 

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 006
    Author(s): Zdeněk P. Bažant; Qiang Yu; Guang-Hua Li
    Publisher: American Society of Civil Engineers
    Abstract: The segmental prestressed concrete box girder of Koror-Babeldaob (KB) Bridge in Palau, which had a record span of 241 m (791 ft), presents a striking paradigm of serviceability loss because of excessive multidecade ...
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