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    Influence of Suspended Load on 3D Numerical Simulation of Flow and Bed Evolution in a Meandering Channel Bend 

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 004
    Author(s): Congfang Ai; Sheng Jin; Yan Xing
    Publisher: American Society of Civil Engineers
    Abstract: A three-dimensional (3D) numerical model based on unstructured grids has been used to study flow and bed evolution in a laboratory meandering channel bend. The model employs the Reynolds-averaged Navier-Stokes equations ...
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    Experimental Study of Jumbo Size Reduced Beam Section Connections Using High-Strength Steel 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 004
    Author(s): Sheng-Jin Chen; Chin-Te Tu
    Publisher: American Society of Civil Engineers
    Abstract: There is an increasing demand for jumbo sections and high-strength steel in the construction of modern high-rise buildings. However, there is a lack of knowledge of the behavior of this type of construction, especially ...
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    Moment Amplification Factor for P-δ Effect of Steel Beam-Column 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 002
    Author(s): Sheng-Jin Chen; Wu-Chyuan Wang
    Publisher: American Society of Civil Engineers
    Abstract: The American Institute of Steel Construction load and resistance factor design (AISC-LRFD) Specification states that second-order effects should be considered in the design of frames; however, most designers are experienced ...
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    Enhancement of Ductility of Existing Seismic Steel Moment Connections 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 005
    Author(s): Sheng-Jin Chen; Y. C. Tsao; Y. C. Chao
    Publisher: American Society of Civil Engineers
    Abstract: The fracture of beam-to-column connections of steel buildings in the Northridge and Kobe earthquakes generated concerns about the reliability of current design and construction technology for steel connections. The same ...
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    Compressive Behavior of Gusset Plates Connected with Single-Angle Members 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 003
    Author(s): Rui Cheng; Lei Xu; Sheng Jin; Yu Shi
    Publisher: American Society of Civil Engineers
    Abstract: Gusset plate connections with single-angle steel members are commonly used in power transmission towers. However, little research has been carried out with regard to the compressive behavior and design of gusset plates ...
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    Compressive Behavior of Gusset Plates Connected with Single-Angle Members 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 003
    Author(s): Rui Cheng; Lei Xu; Sheng Jin; Yu Shi
    Publisher: American Society of Civil Engineers
    Abstract: Gusset plate connections with single-angle steel members are commonly used in power transmission towers. However, little research has been carried out with regard to the compressive behavior and design of gusset plates ...
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    Innovative Central Opening Strut System for Foundation Excavation 

    Source: Journal of Construction Engineering and Management:;2006:;Volume ( 132 ):;issue: 001
    Author(s): Min-Lung Yang; Sheng-Jin Chen; Shun-Tyan Chen
    Publisher: American Society of Civil Engineers
    Abstract: A central opening strut system is used to support a diaphragm wall for foundation excavation. This system contains at least one regular polygon module and a number of straight strut members. These strut members connect the ...
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    Modeling Capacity at Signalized Intersections with a Left-Turn Storage Bay Considering Signal Timing Plan 

    Source: Journal of Transportation Engineering, Part A: Systems:;2019:;Volume ( 145 ):;issue: 002
    Author(s): Meiqi Liu; Liang Xu; Lixiao Shen; Sheng Jin
    Publisher: American Society of Civil Engineers
    Abstract: Adding lanes is a common method to increase the capacity at intersections. The additional turning lanes are often limited by the road configuration. The paper presents a probabilistic model to calculate the total capacity ...
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    Ductile Steel Beam-to-Column Connections for Seismic Resistance 

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 011
    Author(s): Sheng-Jin Chen; C. H. Yeh; J. M. Chu
    Publisher: American Society of Civil Engineers
    Abstract: The strength and ductility of steel frames depend strongly on the behavior of their beam-to-column connections. The fracture of beam-to-column connections of steel buildings in the Northridge Earthquake generated concern ...
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    Analysis of Spatiotemporal Factors Affecting Traffic Safety Based on Multisource Data Fusion 

    Source: Journal of Transportation Engineering, Part A: Systems:;2023:;Volume ( 149 ):;issue: 010:;page 04023098-1
    Author(s): Cheng Xu; Zuoming Zhang; Fengjie Fu; Wenbin Yao; Hongyang Su; Youwei Hu; Donglei Rong; Sheng Jin
    Publisher: ASCE
    Abstract: Traffic state information, road network structure characteristics, and built environment characteristics are factors influencing traffic safety, which will alleviate or aggravate traffic safety problems. This paper analyzes ...
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