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    Effect of Skewness on the Distribution of Live Load Reaction at Piers of Skewed Continuous Bridges 

    Source: Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 001
    Author(s): X. Sharon Huo; Qinghe Zhang
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a study of the skewness effect on live load reactions at the piers of continuous bridges. Two prestressed concrete I-beam bridges and one steel I-girder bridge were selected for the study. To evaluate ...
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    CORRIGENDUM 

    Source: Journal of Physical Oceanography:;2019:;volume 049:;issue 004:;page 1119
    Author(s): Ji, Chao; Zhang, Qinghe; Wu, Yongsheng
    Publisher: American Meteorological Society
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    Effect of Graphene Nanosheets on the Abrasion Resistance of Concrete after Different Carbonation Times 

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 001:;page 04024474-1
    Author(s): Chengpeng Wang; Guofang Chen; Xiaoqian Zhong; Qingli Zhao; Qinghe Fang; Yingzi Zhang
    Publisher: American Society of Civil Engineers
    Abstract: Concrete in hydraulic structures is not only abraded by water flow but also corroded by carbonation. It is designed to investigate the enhancement effect and mechanism of graphene nanosheets on the abrasion resistance for ...
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    Evaluating Influences of the Manwan Dam and Climate Variability on the Hydrology of the Lancang-Mekong River, Yunnan Province, Southwest China 

    Source: Journal of Hydrologic Engineering:;2013:;Volume ( 018 ):;issue: 010
    Author(s): Qinghe Zhao; Shiliang Liu; Li Deng; Shikui Dong
    Publisher: American Society of Civil Engineers
    Abstract: Hydrologic alteration can be attributed to climate and human effects with some confidence. However, when quantifying the hydrologic alteration induced by dams using historical flow records, there is a lack of consideration ...
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    Hydrodynamic Experiment of the Wave Force Acting on the Superstructures of Coastal Bridges 

    Source: Journal of Bridge Engineering:;2015:;Volume ( 020 ):;issue: 012
    Author(s): Anxin; Guo; Qinghe; Fang; Xiaodong; Bai; Hui; Li
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a hydrodynamic experiment that examines the wave forces acting on the superstructure of coastal highway bridges to gain insight into the mechanical characteristics of the wave forces caused by the ...
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    Experimental Investigation of Wave Forces on Coastal Bridge Decks Subjected to Oblique Wave Attack 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 004
    Author(s): Qinghe Fang; Rongcan Hong; Anxin Guo; Hui Li
    Publisher: American Society of Civil Engineers
    Abstract: Large wave forces induced by the combination of storm surge and hurricane waves have caused significant damage and failure of various coastal bridges in the Gulf of Mexico. Existing research studies are mainly focused on ...
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    Wave Forces on a Submerged Bridge Deck with a Box Girder Situated over a Step Bottom 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 006:;page 04024033-1
    Author(s): Qinghe Fang; Hui Wang; Zhongjue Wang; Chunhui Liu
    Publisher: ASCE
    Abstract: During hurricanes or typhoons, wave forces acting on low-lying coastal bridges can cause significant damage to their decks. However, current research has paid little attention to the impact of topography on wave forces. ...
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    Effect of Graphene Nanosheets on the Abrasion Resistance of Concrete after Different Carbonation Times 

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 001:;page 04024474-1
    Author(s): Chengpeng Wang; Guofang Chen; Xiaoqian Zhong; Qingli Zhao; Qinghe Fang; Yingzi Zhang
    Publisher: American Society of Civil Engineers
    Abstract: Concrete in hydraulic structures is not only abraded by water flow but also corroded by carbonation. It is designed to investigate the enhancement effect and mechanism of graphene nanosheets on the abrasion resistance for ...
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    Dynamic Response of Deep-Buried Tunnel Rock under Coupled In Situ Stress and Blast Loading 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 010:;page 04025216-1
    Author(s): Wang, Xiaorui; Zhang, Qinghe; Yuan, Liang; Mu, Chaomin; Wei, Chunxu; Wang, Ying; Li, Weiguo
    Publisher: American Society of Civil Engineers
    Abstract: Abstract In this study, an improved Johnson–Holmquist rock blasting damage model was established through field tests and numerical simulations, and the model parameters were verified by comparing with the results of ...
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    Application of a Hybrid Model Based on Secondary Decomposition and ELM Neural Network in Water Level Prediction 

    Source: Journal of Hydrologic Engineering:;2024:;Volume ( 029 ):;issue: 002:;page 04024002-1
    Author(s): Yulong Bai; Wenyan Xing; Lin Ding; Qinghe Yu; Wei Song; Yajie Zhu
    Publisher: ASCE
    Abstract: Accurate water level forecasting is essential for agricultural water resources management, hydropower generation, flood control, drought relief, and watershed planning. A combined model (ICEEMDAN-VMD-WOA-ELM) is proposed ...
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