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 1-4 of 4

    • 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

    Modified Yield Line Theory for Full-Depth Precast Concrete Bridge Deck Overhang Panels 

    Source: Journal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 001
    Author(s): Thomas J. Mander; John B. Mander; Monique Hite Head
    Publisher: American Society of Civil Engineers
    Abstract: Full-depth precast deck slab cantilevers also referred to as full-depth precast concrete bridge deck overhang panels are becoming increasingly popular in concrete bridge deck construction. To date, no simple theory is able ...
    Request PDF

    Compound Shear-Flexural Capacity of Reinforced Concrete–Topped Precast Prestressed Bridge Decks 

    Source: Journal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 001
    Author(s): Thomas J. Mander; John B. Mander; Monique Hite Head
    Publisher: American Society of Civil Engineers
    Abstract: Modern concrete bridge decks commonly consist of stay-in-place (SIP) precast panels seated on precast concrete beams and topped with cast-in-place (CIP) reinforced concrete. Such composite bridge decks have been experimentally ...
    Request PDF

    Experimental Performance of Full-Depth Precast, Prestressed Concrete Overhang, Bridge Deck Panels 

    Source: Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 005
    Author(s): Thomas J. Mander; Matthew D. Henley; Reece M. Scott; Monique Hite Head; John B. Mander; David Trejo
    Publisher: American Society of Civil Engineers
    Abstract: The performance of a new full-depth precast overhang panel system for concrete bridge decks is investigated experimentally. In contrast to conventional cast-in-place deck overhangs, the proposed full-depth precast overhang ...
    Request PDF

    Damage Avoidance Design Steel Beam-Column Moment Connection Using High-Force-to-Volume Dissipators 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 011
    Author(s): Thomas J. Mander; Geoffrey W. Rodgers; J. Geoffrey Chase; John B. Mander; Gregory A. MacRae; Rajesh P. Dhakal
    Publisher: American Society of Civil Engineers
    Abstract: Existing welded steel moment frames are designed to tolerate substantial yielding and plastic rotation under earthquake loads. This sacrificial design approach can lead to permanent, and often irreparable damage when ...
    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

    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