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    Simplified Formula for Earthquake-Induced Hydrodynamic Pressure on Round-Ended and Rectangular Cylinders Surrounded by Water 

    Source: Journal of Engineering Mechanics:;2019:;Volume ( 145 ):;issue: 002
    Author(s): Piguang Wang; Mi Zhao; Xiuli Du
    Publisher: American Society of Civil Engineers
    Abstract: An accurate and efficient numerical model is developed to calculate the earthquake-induced hydrodynamic pressure on uniform vertical cylinders with an arbitrary cross section surrounded by water. According to the boundary ...
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    Analytical Solution of Earthquake-Induced Hydrodynamic Pressure on Arrays of Circular Cylinders Considering High-Order Scattered Waves 

    Source: Journal of Engineering Mechanics:;2021:;Volume ( 147 ):;issue: 009:;page 04021051-1
    Author(s): Piguang Wang; Pengzhen Long; Mi Zhao; Chao Zhang; Xiuli Du
    Publisher: ASCE
    Abstract: The earthquake-induced pressures on arrays of cylinders have received less concern, although pile groups have been widely adopted in real practice. This paper develops an analytical method to investigate the interaction ...
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    Nonlinear Response of Tunnels under Coseismic Displacement Induced by Strike-Slip Fault 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 010:;page 04022177
    Author(s): Jingqi Huang; Xiaohui Chen; Xu Zhao; Mi Zhao
    Publisher: ASCE
    Abstract: In addition to seismic waves, coseismic displacement is also generated during earthquake events, which decreases gradually away from the seismogenic fault and may bring damages to tunnels in the area. This study aims to ...
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    Analytical Solution for Dynamic Response of Underground Rectangular Fluid Tank Subjected to Arbitrary Dynamic Loads 

    Source: Journal of Engineering Mechanics:;2020:;Volume ( 146 ):;issue: 008
    Author(s): Haitao Yu; Yuqi Sun; Pan Li; Mi Zhao
    Publisher: ASCE
    Abstract: In this paper, the dynamic response of underground rectangular fluid tank resting on an elastic foundation and subjected to arbitrary dynamic loads is developed in the form of analytical solution. The dynamic responses ...
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    Nonlinear Unified Strength Criterion for Concrete under Three-Dimensional Stress States 

    Source: Journal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 001
    Author(s): Xiu-Li Du; De-Chun Lu; Qiu-Ming Gong; Mi Zhao
    Publisher: American Society of Civil Engineers
    Abstract: This paper shows that the mechanical behavior of concrete materials can be described by a nonlinear unified strength criterion which requires four independent parameters for model calibration. The criterion covers all the ...
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