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    A Conservative Semi-Lagrangian Discontinuous Galerkin Scheme on the Cubed Sphere 

    Source: Monthly Weather Review:;2013:;volume( 142 ):;issue: 001:;page 457
    Author(s): Guo, Wei; Nair, Ramachandran D.; Qiu, Jing-Mei
    Publisher: American Meteorological Society
    Abstract: he discontinuous Galerkin (DG) methods designed for hyperbolic problems arising from a wide range of applications are known to enjoy many computational advantages. DG methods coupled with strong-stability-preserving explicit ...
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    Experimental Studies on Cyclic Behavior of Corrugated Steel Plate Shear Walls 

    Source: Journal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 011
    Author(s): Qiu Jing;Zhao Qiuhong;Yu Cheng;Li Zhongxian
    Publisher: American Society of Civil Engineers
    Abstract: Corrugated steel plate shear wall (CoSPSW) is a lateral load–resisting system in which corrugated infill steel wall panels are embedded inside a steel boundary frame. Compared to flat steel plate shear walls (SPSWs), elastic ...
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    Large Language Model Assisted Peer-to-Peer Energy Trading System 

    Source: Journal of Energy Engineering:;2026:;Volume ( 152 ):;issue: 004:;page 04026031-1
    Author(s): Shen, Yixin; Zhang, Cuo; Liu, Xiao; Liu, Xiaotian; Qiu, Jing
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThe peer-to-peer (P2P) energy trading market has been proposed as an effective mechanism to manage renewable energy sources. It enables users to transition from traditional consumers to prosumers and monetize their ...
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    3D Discretized Rotational Failure Mechanism for Slope Stability Analysis 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 011:;page 04021210-1
    Author(s): Ze-Hang Qian; Jin-Feng Zou; Qiu-Jing Pan
    Publisher: ASCE
    Abstract: The kinematical approach of limit analysis has been historically employed to assess slope stability in the geotechnical community, for which most three-dimensional (3D) failure mechanisms are generally based on a composite ...
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    Stability Assessments of Reinforced Tunnel Face Using Improved Homogenization Approach 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 010:;page 04021183-1
    Author(s): Guang-Hui Chen; Jin-Feng Zou; Xin-Yan Xiang; Qiu-Jing Pan; Ze-Hang Qian
    Publisher: ASCE
    Abstract: In this work, the stability of a reinforced tunnel face is examined by combining the homogenization method with the kinematic approach of limit analysis. A three-dimensional (3D) heterogeneous and anisotropic failure ...
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