YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    Search 
    •   YE&T Library
    • Search
    •   YE&T Library
    • Search
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Search

    Show Advanced FiltersHide Advanced Filters

    Filters

    Use filters to refine the search results.

    Now showing items 1-6 of 6

    • Relevance
    • Title Asc
    • Title Desc
    • Year Asc
    • Year Desc
    • 5
    • 10
    • 20
    • 40
    • 60
    • 80
    • 100
  • Export
    • CSV
    • RIS
    • Sort Options:
    • Relevance
    • Title Asc
    • Title Desc
    • Issue Date Asc
    • Issue Date Desc
    • Results Per Page:
    • 5
    • 10
    • 20
    • 40
    • 60
    • 80
    • 100

    Experimental Investigation of the Shear Behavior of Slender Continuous Steel–Concrete Composite Girders in Hogging Moment 

    Source: Journal of Structural Engineering:;2022:;Volume ( 149 ):;issue: 001:;page 04022218-1
    Author(s): Pengfei Men; Jin Di; Fengjiang Qin; Yi Su
    Publisher: ASCE
    Abstract: Predicting the shear strength of composite girders is critical in improving the efficiency of bridge engineering. To investigate the shear behavior of slender continuous steel–concrete composite girders commonly employed ...
    Request PDF

    Failure Modes and Bearing Capacity of High-Strength–Steel-Bearing-Type Bolted Connections 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 003:;page 04024001-1
    Author(s): Jin Di; Bowen Xiao; Yongqing Li; Yi Su; Qian Zhang
    Publisher: ASCE
    Abstract: Bearing-type bolted connections are frequently used for steel structure connections and are typically small when used to connect high-strength steels. However, studies on the failure mode and ultimate bearing capacity of ...
    Request PDF

    Health Evaluation of Frame Structures Based on the Gray Cloud Network Model: Proposal and Experimental Study 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2025:;Volume ( 011 ):;issue: 001:;page 04024080-1
    Author(s): Kaixuan Zheng; Huiyong Guo; Jin Di; Chen Liu
    Publisher: American Society of Civil Engineers
    Abstract: The quantification of structural health has become a fundamental issue in structural hazard identification. To quantify the structural health state affected by multiple uncertainties, this paper proposes a structural health ...
    Request PDF

    Local Buckling of Axially Compressed Welded H-Section Stub Columns Using Q420–Q960 Steel 

    Source: Journal of Structural Engineering:;2023:;Volume ( 149 ):;issue: 009:;page 04023119-1
    Author(s): Jie Wang; Jin Di; Qian Zhang; Fengjiang Qin; Pengfei Men
    Publisher: ASCE
    Abstract: There is a lack of reliable research regarding the current engineering specifications considering the broad applications of high-strength steel (HSS) in civil engineering. Axial compression tests were performed on 12 HSS ...
    Request PDF

    Parametric Analysis of the Flexural Bearing Capacity and Ductility of Hybrid Steel I-Section Beams 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 006:;page 04024052-1
    Author(s): Jin Di; Jie Wang; Yuxuan Han; Xiankui Wei; Heng Zhu; Fengjiang Qin
    Publisher: ASCE
    Abstract: Considering the advantages of hybrid steel I-section beams in reducing engineering costs and fully utilizing the mechanical properties of steel, and the lack of research on their ductility, hybrid steel I-section beams ...
    Request PDF

    Fatigue Behavior of Rib-to-Floor Beam Junctions with Separate Inner Stiffeners in Orthotropic Steel Bridge Decks 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 005:;page 04022019
    Author(s): Jin Di; Jie Wang; Xuhong Zhou; Xi Peng; Fengjiang Qin
    Publisher: ASCE
    Abstract: The fatigue of orthotropic steel bridge decks (OSBDs) is a bottleneck for its application, especially the fatigue of rib-to-floor beam (RF) junction. Thus, it is necessary to optimize the RF junction to improve its fatigue ...
    Request PDF
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     

    Author

    ... View More

    Publisher

    Year

    Type

    Content Type

    Publication Title

    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian