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 24

    • 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

    Creep Rupture of Metals—An Analytical Model 

    Source: Journal of Engineering Materials and Technology:;1984:;volume( 106 ):;issue: 004:;page 405
    Author(s): Dusan Krajcinovic; Sebastine Selvaraj
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Introducing a special vectorial internal variable quantifying the density, distribution and orientation of planar microcracks and assuming the existence of a potential in the space of affinities ...
    Request PDF

    Effect of Natural Herbs on Hydrated Phases of Lime Mortar 

    Source: Journal of Architectural Engineering:;2020:;Volume ( 026 ):;issue: 003
    Author(s): Simon Jayasingh; Thirumalini Selvaraj
    Publisher: ASCE
    Abstract: This study focuses on determining the possible interaction of organics like kadukkai (terminalia chebula) and jaggery (unrefined sugar) with an inorganic lime mortar using chemical analysis, organic analysis, and analytical ...
    Request PDF

    Improvements in AISI Design Methods for Gypsum-Sheathed Cold-Formed Steel Wall Panels Subjected to Bending 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 002
    Author(s): Sivaganesh Selvaraj; Mahendrakumar Madhavan
    Publisher: American Society of Civil Engineers
    Abstract: The objective of this investigation is to develop design rules for gypsum-sheathed cold-formed steel (CFS) members subjected to bending (out-of-plane). The parameters studied include the slenderness of the CFS stud and ...
    Request PDF

    Studies on Cold-Formed Steel Stud Panels with Gypsum Sheathing Subjected to Out-of-Plane Bending 

    Source: Journal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 009
    Author(s): Selvaraj Sivaganesh;Madhavan Mahendrakumar
    Publisher: American Society of Civil Engineers
    Abstract: An experimental investigation on gypsum sheathed cold-formed steel (CFS) panels with different sheathing configurations was conducted under four-point bending (out-of-plane). The purpose of the study was to investigate the ...
    Request PDF

    Influence of Sheathing-Fastener Connection Stiffness on the Design Strength of Cold-Formed Steel Wall Panels 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 010
    Author(s): Sivaganesh Selvaraj; Mahendrakumar Madhavan
    Publisher: ASCE
    Abstract: This paper investigates the bracing effect of sheathing fastener connection on point-symmetric shaped cold formed steel (CFS) studs through full-scale laboratory tests. The test parameters include slenderness of the CFS ...
    Request PDF

    Retrofitting of Structural Steel Channel Sections Using Cold-Formed Steel Encasing Channels 

    Source: Journal of Performance of Constructed Facilities:;2018:;Volume ( 032 ):;issue: 004
    Author(s): Selvaraj Sivaganesh;Madhavan Mahendrakumar
    Publisher: American Society of Civil Engineers
    Abstract: A four-point bending test was carried out to examine the feasibility of using cold-formed steel (CFS) channel for retrofitting of open hot rolled steel (HRS) channels. The retrofitting technique using CFS section transforms ...
    Request PDF

    Geometric Imperfection Measurements and Validations on Cold-Formed Steel Channels Using 3D Noncontact Laser Scanner 

    Source: Journal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 003
    Author(s): Selvaraj Sivaganesh;Madhavan Mahendrakumar
    Publisher: American Society of Civil Engineers
    Abstract: A three-dimensional (3D) noncontact laser-scanning method to quantify the deviations in cold-formed steel (CFS) channel sections (plain and lipped) is presented. The methodologies to segregate the different categories of ...
    Request PDF

    Strengthening of Laterally Restrained Steel Beams Subjected to Flexural Loading Using Low-Modulus CFRP 

    Source: Journal of Performance of Constructed Facilities:;2019:;Volume (033):;issue:003
    Author(s): Sivaganesh Selvaraj;Mahendrakumar Madhavan
    Publisher: American Society of Civil Engineers
    Abstract: Upgrading the flexural design strength of the structural member for increased live load without disrupting the functionality of the structure is an arduous task. One such problem was investigated in this study by using ...
    Request PDF

    Influence of Controlled Permeable Formwork Liner on the Service Life of Reinforced Concrete 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 006:;page 04021103-1
    Author(s): Kandasamy Selvaraj; Kothandaraman Sivanandam
    Publisher: ASCE
    Abstract: The service life of RC is dependent upon the superior nature of concrete and its overall quality and excellence as a suitable cover material. Concrete acting as cover material is the only means by which destructive agents ...
    Request PDF

    Strengthening of Laterally Restrained Steel Beams Subjected to Flexural Loading Using Low-Modulus CFRP 

    Source: Journal of Performance of Constructed Facilities:;2019:;Volume ( 033 ):;issue: 003
    Author(s): Sivaganesh Selvaraj; Mahendrakumar Madhavan
    Publisher: American Society of Civil Engineers
    Abstract: Upgrading the flexural design strength of the structural member for increased live load without disrupting the functionality of the structure is an arduous task. One such problem was investigated in this study by using ...
    Request PDF
    • 1
    • 2
    • 3
    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

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