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Title: :  RESPONSE OF STRUCTURAL STEEL FRAME BY USING SEMI-RIGID CONNECTIONS
PaperId: :  6188
Published in:   International Journal Of Advance Research And Innovative Ideas In Education
Publisher:   IJARIIE
e-ISSN:   2395-4396
Volume/Issue:    Volume 3 Issue 4 2017
DUI:    16.0415/IJARIIE-6188
Licence: :   IJARIIE is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.

Author NameAuthor Institute
Sanjaykumar N. SonuneDr. D.Y. Patil School of Engineering & Technology, Pune
Dr. Nagesh L. Shelke Dr. D.Y. Patil School of Engineering & Technology, Pune
Prof. Shoeb Kalyani Dr. D.Y. Patil School of Engineering & Technology, Pune

Abstract

Civil Engineering
Steel frames, Semi-rigid connections, Frye and Morris polynomial Equation, Secant stiffness
It is obvious that real beam-to-column connections have some stiffness, in between the extreme cases of fully rigid and ideally pinned. Generally it is assumed that the joints and supports in the structure are pinned or rigid while performing analysis. Several papers prove that in actual framed structures, rigid connections have some degree of flexibility, while pinned connections have some stiffness. But assuming joints to be rigid or pinned may not give effective results. So semi rigid connection should be considered to obtain more accurate, reliable and also cost-effective results. This paper presents analysis & design of 3 storey steel framed structure with rigid, pinned & semi-rigid connections, under the effect of dead load, live load & seismic load (EQ). As suggested by IS 800:2007 (Annexure-F) secant stiffness (rotational stiffness) based on Frye-Morris polynomial model is used for analysis of semi-rigid structure. Values of secant stiffness are incorporated in analysis for all alternatives using STAAD Pro in place of assumption of ideal rigid and pinned end conditions. Analysis results in terms of parameter like shear force, bending moments, axial force in the member, top storey displacement, weight of frame for rigid & pinned connection have been compared with corresponding results for various semi-rigid connections.

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IJARIIE Sanjaykumar N. Sonune, Dr. Nagesh L. Shelke , and Prof. Shoeb Kalyani . "RESPONSE OF STRUCTURAL STEEL FRAME BY USING SEMI-RIGID CONNECTIONS" International Journal Of Advance Research And Innovative Ideas In Education Volume 3 Issue 4 2017 Page 1675-1686
MLA Sanjaykumar N. Sonune, Dr. Nagesh L. Shelke , and Prof. Shoeb Kalyani . "RESPONSE OF STRUCTURAL STEEL FRAME BY USING SEMI-RIGID CONNECTIONS." International Journal Of Advance Research And Innovative Ideas In Education 3.4(2017) : 1675-1686.
APA Sanjaykumar N. Sonune, Dr. Nagesh L. Shelke , & Prof. Shoeb Kalyani . (2017). RESPONSE OF STRUCTURAL STEEL FRAME BY USING SEMI-RIGID CONNECTIONS. International Journal Of Advance Research And Innovative Ideas In Education, 3(4), 1675-1686.
Chicago Sanjaykumar N. Sonune, Dr. Nagesh L. Shelke , and Prof. Shoeb Kalyani . "RESPONSE OF STRUCTURAL STEEL FRAME BY USING SEMI-RIGID CONNECTIONS." International Journal Of Advance Research And Innovative Ideas In Education 3, no. 4 (2017) : 1675-1686.
Oxford Sanjaykumar N. Sonune, Dr. Nagesh L. Shelke , and Prof. Shoeb Kalyani . 'RESPONSE OF STRUCTURAL STEEL FRAME BY USING SEMI-RIGID CONNECTIONS', International Journal Of Advance Research And Innovative Ideas In Education, vol. 3, no. 4, 2017, p. 1675-1686. Available from IJARIIE, http://ijariie.com/AdminUploadPdf/RESPONSE_OF_STRUCTURAL_STEEL_FRAME_BY_USING_SEMI_RIGID_CONNECTIONS_ijariie6188.pdf (Accessed : 05 February 2020).
Harvard Sanjaykumar N. Sonune, Dr. Nagesh L. Shelke , and Prof. Shoeb Kalyani . (2017) 'RESPONSE OF STRUCTURAL STEEL FRAME BY USING SEMI-RIGID CONNECTIONS', International Journal Of Advance Research And Innovative Ideas In Education, 3(4), pp. 1675-1686IJARIIE [Online]. Available at: http://ijariie.com/AdminUploadPdf/RESPONSE_OF_STRUCTURAL_STEEL_FRAME_BY_USING_SEMI_RIGID_CONNECTIONS_ijariie6188.pdf (Accessed : 05 February 2020)
IEEE Sanjaykumar N. Sonune, Dr. Nagesh L. Shelke , and Prof. Shoeb Kalyani , "RESPONSE OF STRUCTURAL STEEL FRAME BY USING SEMI-RIGID CONNECTIONS," International Journal Of Advance Research And Innovative Ideas In Education, vol. 3, no. 4, pp. 1675-1686, Jul-Aug 2017. [Online]. Available: http://ijariie.com/AdminUploadPdf/RESPONSE_OF_STRUCTURAL_STEEL_FRAME_BY_USING_SEMI_RIGID_CONNECTIONS_ijariie6188.pdf [Accessed : 05 February 2020].
Turabian Sanjaykumar N. Sonune, Dr. Nagesh L. Shelke , and Prof. Shoeb Kalyani . "RESPONSE OF STRUCTURAL STEEL FRAME BY USING SEMI-RIGID CONNECTIONS." International Journal Of Advance Research And Innovative Ideas In Education [Online]. volume 3 number 4 (05 February 2020).
Vancouver Sanjaykumar N. Sonune, Dr. Nagesh L. Shelke , and Prof. Shoeb Kalyani . RESPONSE OF STRUCTURAL STEEL FRAME BY USING SEMI-RIGID CONNECTIONS. International Journal Of Advance Research And Innovative Ideas In Education [Internet]. 2017 [Cited : 05 February 2020]; 3(4) : 1675-1686. Available from: http://ijariie.com/AdminUploadPdf/RESPONSE_OF_STRUCTURAL_STEEL_FRAME_BY_USING_SEMI_RIGID_CONNECTIONS_ijariie6188.pdf
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