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 1-10 of 16

    • 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

    Revisit of AASHTO Effective Flange-Width Provisions for Box Girders 

    Source: Journal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 006
    Author(s): Zhibin Lin; Jian Zhao
    Publisher: American Society of Civil Engineers
    Abstract: The nonuniform normal stress distribution along the flange of thin-walled flexural members, such as box girders, is recognized as shear lag effects. Effective flange width is widely used to consider shear lag effects in ...
    Request PDF

    Evaluation of a Permit Vehicle Model Using Weigh-in-Motion Truck Records 

    Source: Journal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 002
    Author(s): Jian Zhao; Habib Tabatabai
    Publisher: American Society of Civil Engineers
    Abstract: Permit truck models are used to consider local truck traffic in addition to national live load models in bridge design and rating practices. Weigh-in-motion (WIM) systems installed in the United States provide millions of ...
    Request PDF

    Modeling Crushed Concrete Depth and Its Impact on Anchors Shear Capacities 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 005:;page 04022035
    Author(s): Da Luo; Jian Zhao
    Publisher: ASCE
    Abstract: Concrete anchors in base plate connections may develop large bending moments under shear. The moments were shown to be proportional to the length of laterally unsupported anchor shafts, referred to as the effective exposed ...
    Request PDF

    Experimental and Numerical Investigations of Cerchar Scratching Rock Interaction 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 004:;page 04022017
    Author(s): Guangzhe Zhang; Qingsheng Bai; Martin Herbst; Jian Zhao
    Publisher: ASCE
    Abstract: This paper presents Cerchar scratch tests performed on sandstone samples with a constant thrust force of 70 N. The scratch test is reproduced using discrete element method (DEM) models. Simulated scratching force–(depth-) ...
    Request PDF

    Modeling of Rheological Deformation of Inhomogeneous Rock and Associated Time-Dependent Response of Tunnels 

    Source: International Journal of Geomechanics:;2012:;Volume ( 012 ):;issue: 002
    Author(s): Tao Xu; Chun-An Tang; Jian Zhao
    Publisher: American Society of Civil Engineers
    Abstract: An exponential creep model on the basis of material properties degradation law was applied in the paper to simulate the rheological behavior of inhomogeneous rock and time-dependent response of rock tunnels. The primary, ...
    Request PDF

    Modeling Mechanical Properties of Cement Asphalt Emulsion Mortar with Different Asphalt to Cement Ratios and Temperatures 

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 010
    Author(s): Ouyang Jian;Zhao Jiuye;Tan Yiqiu
    Publisher: American Society of Civil Engineers
    Abstract: The compressive strength and elastic modulus of cement asphalt emulsion mortar (CAM) are two fundamental parameters of material design, and their values are highly dependent on asphalt:cement mass ratio (A/C) and temperature. ...
    Request PDF

    Simultaneous Recovery Model for Missing Multiple-Source Structural Health Monitoring Data of a Quayside Container Crane 

    Source: Journal of Performance of Constructed Facilities:;2024:;Volume ( 038 ):;issue: 006:;page 04024044-1
    Author(s): Jiahui Liu; Jian Zhao; Dong Zhao; Xianrong Qin
    Publisher: American Society of Civil Engineers
    Abstract: Structural health monitoring (SHM) data encompasses vital information that provides a comprehensive understanding of the structural health condition. However, data loss may occur due to faults in acquisition equipment or ...
    Request PDF

    Particle-Based Numerical Manifold Method to Model Dynamic Fracture Process in Rock Blasting 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 005
    Author(s): Xing Li; Qian-Bing Zhang; Lei He; Jian Zhao
    Publisher: American Society of Civil Engineers
    Abstract: A particle-based numerical manifold method (PNMM) is developed to investigate rock fracturing behavior under dynamic loading. The basic idea of PNMM is to represent the microstructure of rock with a group of particles and ...
    Request PDF

    Impact of Heavy Vehicles on the Durability of Concrete Bridge Decks 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 010
    Author(s): Jian Zhao; Zhibin Lin; Habib Tabatabai; Konstantin Sobolev
    Publisher: American Society of Civil Engineers
    Abstract: Overweight vehicles may cause permanent damage to bridge superstructures and thus require a permit to operate and route planning based on bridge capacity. This study explores the possible damage of such overweight vehicles ...
    Request PDF

    Post-buckling and Snap-Through Behavior of Inclined Slender Beams 

    Source: Journal of Applied Mechanics:;2008:;volume( 075 ):;issue: 004:;page 41020
    Author(s): Jian Zhao; Xiaoping He; Hongxi Wang; Jianyuan Jia
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Based on the geometrical nonlinear theory of large deflection elastic beams, the governing differential equations of post-buckling behavior of clamped-clamped inclined beams subjected to combined ...
    Request PDF
    • 1
    • 2
    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