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    Behavior of Perforated Shear Connectors in Steel–Concrete Composite Joints of Hybrid Bridges 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 004
    Author(s): Lin Xiao; Xiaozhen Li; Zhongguo John Ma
    Publisher: American Society of Civil Engineers
    Abstract: Perforated shear connectors (PSCs) in steel–concrete composite joints are usually deeply embedded in concrete, and the perforated plate thickness varies significantly, which is different from those in a steel–concrete ...
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    Surface Albedo over the Arctic Ocean Derived from AVHRR and Its Validation with SHEBA Data 

    Source: Journal of Applied Meteorology:;2002:;volume( 041 ):;issue: 004:;page 413
    Author(s): Xiong, Xiaozhen; Stamnes, Knut; Lubin, Dan
    Publisher: American Meteorological Society
    Abstract: A method is presented for retrieving the broadband albedo over the Arctic Ocean using advanced very high resolution radiometer (AVHRR) data obtained from NOAA polar-orbiting satellites. Visible and near-infrared albedos ...
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    Semianalytical Method for Controlling the Deformation of Retaining Structures Subjected to Asymmetrical Loads 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 004:;page 04024031-1
    Author(s): Haibin Ding; Qiwei Wan; Changjie Xu; Xiaozhen Fan; Lihong Tong
    Publisher: ASCE
    Abstract: In excavation engineering, most of the retaining structures are subjected to asymmetrical loads, including in asymmetrical excavation and asymmetrical overloading. However, a theoretical solution to, and deformation-controlling ...
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    Vehicle-Induced Lateral Vibration of Railway Bridges: An Analytical-Solution Approach 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 002
    Author(s): Zhibin; Jin; Shiling; Pei; Xiaozhen; Li; Shizhong; Qiang
    Publisher: American Society of Civil Engineers
    Abstract: The lateral vibration of railway bridges induced by moving trains has traditionally been solved through numerical integration. Although it provides practical prediction, the numerical approach does not explicitly reveal ...
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    Effects of Earthquake-Induced Hydrodynamic Force on Train–Bridge Interactions 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 004:;page 04022010
    Author(s): Patrick Arnaud Wandji Zoumb; Xiaozhen Li; Ming Wang
    Publisher: ASCE
    Abstract: High-speed trains running over sea-crossing railway bridges can be subjected to earthquake action in deepwater. In analyzing hydrodynamic-induced response on train–bridge interactions, the effect of earthquake-induced ...
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    Numerical Study of the Seismic Responses of Precast Segmental Column Bridge under Spatially Varying Ground Motions 

    Source: Journal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 012
    Author(s): Zhao Lufeng;Hao Hong;Bi Kaiming;Li Xiaozhen
    Publisher: American Society of Civil Engineers
    Abstract: Compared with traditional monolithic columns, precast segmental columns can significantly reduce the residual displacement after a severe earthquake. Previous studies of precast segmental columns mainly focus on the column ...
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    A Critical Examination of Satellite Cloud Retrieval from AVHRR in the Arctic Using SHEBA Data 

    Source: Journal of Applied Meteorology:;2002:;volume( 041 ):;issue: 012:;page 1195
    Author(s): Xiong, Xiaozhen; Lubin, Dan; Li, Wei; Stamnes, Knut
    Publisher: American Meteorological Society
    Abstract: This study examines the validity and limitations associated with retrieval of cloud optical depth τ and effective droplet size re in the Arctic from Advanced Very High Resolution Radiometer (AVHRR) channels 2 (0.725?1.10 ...
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    Modeling Noise Radiation From Concrete Box Girder Bridges as an Infinitely Long Periodic Structure Excited by a High-Speed Train 

    Source: Journal of Vibration and Acoustics:;2021:;volume( 143 ):;issue: 003:;page 031015-1
    Author(s): He, Yuanpeng; Cheng, Gong; Han, Jian; Sheng, Xiaozhen
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Concrete box girder bridges occupy over 80% of the total mileage of the Chinese high-speed railway. The box girder structure has many natural modes of low frequencies, which can be excited by a train passing at high-speed, ...
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    Effects of Nonuniform Crosswinds in Valleys on Dynamic Responses of High-Speed Trains and Long-Span Suspension Bridges 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 001:;page 04023105-1
    Author(s): Ming Wang; Haonan He; Xiaozhen Li; Cunming Ma; Wanmin Ren; Qiang Zhou
    Publisher: ASCE
    Abstract: This study examined the influence of nonuniform wind fields in valleys on the dynamic responses of high-speed trains and long-span bridges. The wind field in a valley is considerably different from a theoretical uniform ...
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    Numerical Investigation on Instability of Buildings Caused by Adjacent Deep Excavation 

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 005:;page 04021040-1
    Author(s): Changjie Xu; Kaifang Yang; Xiaozhen Fan; Jiajia Ge; Li Jin
    Publisher: ASCE
    Abstract: The embedded ratio of retaining structures and improved depth of ground at an excavation base are two key factors for the stability of deep excavation. For a collapsed excavation in soft clay in Hangzhou, China, a numerical ...
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