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 13

    • 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

    Miami Pedestrian Bridge Collapse: Computational Forensic Analysis 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 001
    Author(s): Ran Cao; Sherif El-Tawil; Anil Kumar Agrawal
    Publisher: ASCE
    Abstract: On March 15, 2018, a pedestrian concrete truss bridge in Miami, Florida, collapsed during construction. The failure of this bridge caused multiple casualties and raised many serious concerns regarding the design and ...
    Request PDF

    Performance-Based Framework for Evaluating Truck Collision Risk for Bridge Piers 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 010
    Author(s): Ran Cao; Anil Kumar Agrawal; Sherif El-Tawil; Waider Wong
    Publisher: ASCE
    Abstract: A risk-based method implemented within a performance-based design framework is proposed for protecting bridge piers subject to truck impact. Monte Carlo simulations are performed to calculate the probability of damage ...
    Request PDF

    Evaluation of the Consistency of Bridge Inspection Ratings in New York State 

    Source: Journal of Infrastructure Systems:;2021:;Volume ( 027 ):;issue: 003:;page 04021016-1
    Author(s): Anil Kumar Agrawal; Glenn Washer; Sreenivas Alampalli; Xu Gong; Ran Cao
    Publisher: ASCE
    Abstract: Previous studies by the Federal Highway Administration (FHWA) have shown significant variability in the rating of bridge elements through visual inspection. In this study, a detailed evaluation of the consistency of ...
    Request PDF

    Performance-Based Design Framework for Concrete Barriers Subjected to Truck Collision 

    Source: Journal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 008:;page 04021047-1
    Author(s): Ran Cao; Anil Kumar Agrawal; Sherif El-Tawil; Waider Wong
    Publisher: ASCE
    Abstract: A validated computational model is used to investigate the response of concrete barriers subjected to impact by single-unit trucks and tractor-semitrailers with different weights and approach speeds. The computational ...
    Request PDF

    A Framework for Identification of the Critical Members for Truss Bridges through Nonlinear Dynamic Analysis 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 008:;page 04022060
    Author(s): Huihui Li; Anil Kumar Agrawal; Xi Chen; Mohammed Ettouney; Hongfan Wang
    Publisher: ASCE
    Abstract: This study proposes an integrated and easily applicable framework that considers the dynamic effect of sudden member loss to identify the critical members in steel truss bridges through nonlinear dynamic analysis. Numerical ...
    Request PDF

    Alternate Load Paths Redundancy Analysis of Steel Truss Bridges 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 011:;page 04022106
    Author(s): Xi Chen; Huihui Li; Anil Kumar Agrawal; Mohammed Ettouney; Hongfan Wang
    Publisher: ASCE
    Abstract: An analysis method to quantify the alternate load paths (ALPs), inspired by the concept of ALP for progressive analysis of buildings, is proposed for steel truss bridges subject to the loss of a critical member. Quantification ...
    Request PDF

    Evaluating the Performance of Protection Beams Subject to Overheight Vehicular Impacts Using Analytical and Machine Learning–Based Methods 

    Source: Journal of Bridge Engineering:;2023:;Volume ( 028 ):;issue: 012:;page 04023091-1
    Author(s): Ran Cao; Xun Zuo; Anil Kumar Agrawal; Sherif El-Tawil; Waider Wong
    Publisher: ASCE
    Abstract: Overheight truck collision with a bridge superstructure can cause extensive structural damage and result in severe traffic congestion. Placing protection beams in front of the fascia girder is one of the common countermeasures ...
    Request PDF

    Numerical Studies on Concrete Barriers Subject to MASH Truck Impact 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 007
    Author(s): Ran Cao; Anil Kumar Agrawal; Sherif El-Tawil; Waider Wong
    Publisher: ASCE
    Abstract: In January 2016, the FHWA and AASHTO announced a joint agreement that only bridge railing and longitudinal barriers evaluated using the 2016 edition of Manual for Assessing Safety Hardware (MASH) will be allowed for new ...
    Request PDF

    Behavior and Design of Bridge Piers Subjected to Heavy Truck Collision 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 007
    Author(s): Ran Cao; Sherif El-Tawil; Anil Kumar Agrawal; Xiaochen Xu; Waider Wong
    Publisher: American Society of Civil Engineers
    Abstract: Heavy trucks, such as tractor–semitrailers weighing up to 360 kN, represent a serious collision hazard for unprotected bridge piers. Current specifications recommend designing a bridge pier vulnerable to vehicular impacts ...
    Request PDF

    Loading Definition and Design of Bridge Piers Impacted by Medium-Weight Trucks 

    Source: Journal of Bridge Engineering:;2019:;Volume (024):;issue:006
    Author(s): Xiaochen Xu;Ran Cao;Sherif El-Tawil;Anil Kumar Agrawal;Waider Wong
    Publisher: American Society of Civil Engineers
    Abstract: Computational simulation was used to investigate the collision process between medium-weight, single-unit trucks and reinforced concrete bridge piers. The simulation results were used to formulate and calibrate a pulse ...
    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