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 11

    • 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

    Discussion of “<i>Beams with Torsional Stiffeners</i>” by Richard M. Szewczak, Erling A. Smith, and John T. Dewolf (July, 1983) 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 007
    Author(s): Morris Ojalvo
    Publisher: American Society of Civil Engineers
    Request PDF

    Discussion of “<i>Buckling of Monosymmetric I‐beams Under Moment Gradient</i>” by Sritawat Kitipornchai, Chien Ming Wang, and Nicholas S. Trahair (April, 1986, Vol. 112, No. 4) 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 006
    Author(s): Morris Ojalvo
    Publisher: American Society of Civil Engineers
    Request PDF

    Discussion of “<i>Thin‐Walled Space Frames. I: Large‐Deformation Analysis Theory</i>” by Hong Chen and George E. Blandford (August, 1991, Vol. 117, No. 8) 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 009
    Author(s): Morris Ojalvo
    Publisher: American Society of Civil Engineers
    Request PDF

    The Buckling of Thin-Walled Open-Profile Bars 

    Source: Journal of Applied Mechanics:;1989:;volume( 056 ):;issue: 003:;page 633
    Author(s): Morris Ojalvo
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The theory of buckling for thin-walled open-profile bars is criticized. Its several derivations are faulted for violating statics, using a variational theorem approximately, using an incorrect ...
    Request PDF

    Closure to “Discussion of ‘The Buckling of Thin-Walled Open-Profile Bars’” (1990, ASME J. Appl Mech., 57, p. 479) 

    Source: Journal of Applied Mechanics:;1990:;volume( 057 ):;issue: 002:;page 479
    Author(s): Morris Ojalvo
    Publisher: The American Society of Mechanical Engineers (ASME)
    Request PDF

    Discussion of “<i>Buckling Capacities of Monosymmetric I‐Beams</i>” by Chien M. Wang and Sritawat Kitipornchai (November 1986, Vol. 112, No. 11) 

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 003
    Author(s): Morris Ojalvo
    Publisher: American Society of Civil Engineers
    Request PDF

    Three Hundred Years of Bar Theory 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 012
    Author(s): Morris Ojalvo
    Publisher: American Society of Civil Engineers
    Request PDF

    Discussion of “<i>New Set of Buckling Parameters for Monosymmetric Beam‐Columns/Tie‐Beams</i>” by Chien‐Ming Wang and Sritawat Kitipornchai (June, 1989, Vol. 115, No. 6) 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 008
    Author(s): Morris Ojalvo
    Publisher: American Society of Civil Engineers
    Request PDF

    Discussion of “<i>Stiffener Effects on Torsional Buckling of Columns</i>” by Sven Eilif Svensson and Carsten Munk Plum (March, 1983) 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 003
    Author(s): Morris Ojalvo
    Publisher: American Society of Civil Engineers
    Request PDF

    Opposing Theories and the Buckling Strength of Unequal-Leg Angle Columns 

    Source: Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 010
    Author(s): Morris Ojalvo
    Publisher: American Society of Civil Engineers
    Abstract: A structural engineer wishing to determine the buckling load of unequal-leg angle columns receives conflicting information from published literature because researchers offer two radically different models for their analyses ...
    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

    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