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

    Analytical Model for Predicting Response and Flexure-Shear Resistance of Composite Beams Combining Reinforced Ultrahigh Performance Fiber-Reinforced Concrete and Reinforced Concrete 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 006
    Author(s): Talayeh Noshiravani; Eugen Brühwiler
    Publisher: American Society of Civil Engineers
    Abstract: The addition of an external layer of reinforced ultrahigh performance fiber-reinforced concrete (R-UHPFRC) on top of reinforced concrete (RC) floor slabs and bridge decks is an emerging technique for strengthening RC ...
    Request PDF

    Inverse Analysis of R-UHPFRC Beams to Determine the Flexural Response under Service Loading and at Ultimate Resistance 

    Source: Journal of Structural Engineering:;2021:;Volume ( 148 ):;issue: 002:;page 04021260
    Author(s): Bartłomiej Sawicki; Eugen Brühwiler; Emmanuel Denarié
    Publisher: ASCE
    Abstract: Ultra high performance fiber reinforced cementitious composites (UHPFRCs) have demonstrated their outstanding efficiency as structural materials. Determination of the bending resistance of members combining UHPFRC with ...
    Request PDF

    Structural Response of Elements Combining Ultrahigh-Performance Fiber-Reinforced Concretes and Reinforced Concrete 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 011
    Author(s): Katrin Habel; Emmanuel Denarié; Eugen Brühwiler
    Publisher: American Society of Civil Engineers
    Abstract: The use of ultrahigh-performance fiber-reinforced concretes (UHPFRC) improves the structural response and extends the durability of concrete structures. Three basic configurations for structural elements combining UHPFRC ...
    Request PDF

    Geometrical and Material Characterization of Quenched and Self-Tempered Steel Reinforcement Bars 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 006
    Author(s): Marina Rocha; Eugen Brühwiler; Alain Nussbaumer
    Publisher: American Society of Civil Engineers
    Abstract: Quenched and self-tempered (QST) steel reinforcement bars (rebars) are manufactured by Thermex or Tempcore processes. Characterization studies of QST rebars are mostly limited to reveal the hardened outer layer and some ...
    Request PDF

    Brine Absorption in Concrete at Low Temperature: Experimental Investigation and Modeling 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 006
    Author(s): David Conciatori; Eugen Brühwiler; Roland Gysler
    Publisher: American Society of Civil Engineers
    Abstract: An experimental campaign supports a model named TransChlor for bringing liquid water moved by capillary suction and chloride ions into concrete. The principal objective of the experimental campaign is to represent conventional ...
    Request PDF

    Fracture of AAC as Influenced by Specimen Dimension and Moisture 

    Source: Journal of Materials in Civil Engineering:;1990:;Volume ( 002 ):;issue: 003
    Author(s): Eugen Brühwiler; Jia Wang; Folker H. Wittmann
    Publisher: American Society of Civil Engineers
    Abstract: An experimental investigation into fracture of autoclaved aerated concrete (AAC), a lightweight building material, is presented. The experiments indicate that AAC is a softening material, and the fracture process can be ...
    Request PDF

    Supply and Demand System Approach to Development of Bridge Management Strategies 

    Source: Journal of Infrastructure Systems:;2003:;Volume ( 009 ):;issue: 003
    Author(s): Bryan Adey; Rade Hajdin; Eugen Brühwiler
    Publisher: American Society of Civil Engineers
    Abstract: A supply and demand system approach is presented to deal with the inability of existing bridge management systems to determine optimal management strategies when multiple bridges may be adversely affected simultaneously. ...
    Request PDF

    Effect of Common Cause Failures on Indirect Costs 

    Source: Journal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 002
    Author(s): Bryan Adey; Rade Hajdin; Eugen Brühwiler
    Publisher: American Society of Civil Engineers
    Abstract: Next generation bridge management systems will take into consideration multiple hazard scenarios and not only traffic loading and structural deterioration as they do now. The indirect costs used in these bridge management ...
    Request PDF

    Geometrical and Material Characterization of Quenched and Self-Tempered Steel Reinforcement Bars 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 006
    Author(s): Marina Rocha; Eugen Brühwiler; Alain Nussbaumer
    Publisher: American Society of Civil Engineers
    Abstract: Quenched and self-tempered (QST) steel reinforcement bars (rebars) are manufactured by Thermex or Tempcore processes. Characterization studies of QST rebars are mostly limited to reveal the hardened outer layer and some ...
    Request PDF

    Fracture Model Evaluation of Dam Concrete 

    Source: Journal of Materials in Civil Engineering:;1991:;Volume ( 003 ):;issue: 004
    Author(s): Eugene Brühwiler; Jerry J. Broz; Victor E. Saouma
    Publisher: American Society of Civil Engineers
    Abstract: The following fracture models are assessed on the basis of an extensive testing program of large wedge‐splitting specimens: Bažant's size effect law; Hil‐lerborg's fictitious crack model; Carpinteri's brittleness model; ...
    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