|
|||||||||||||||
|
INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT International Peer Reviewed & Refereed Journals, Open Access Journal ISSN Approved Journal No: 2456-4184 | Impact factor: 8.76 | ESTD Year: 2016 Scholarly open access journals, Peer-reviewed, and Refereed Journals, Impact factor 8.76 (Calculate by google scholar and Semantic Scholar | AI-Powered Research Tool) , Multidisciplinary, Monthly, Indexing in all major database & Metadata, Citation Generator, Digital Object Identifier(DOI) |
||||||||||||||
Issue: May 2024
Volume 9 | Issue 5
Review Result and Publication of Paper within : 2-3 days
Click Here For more DetailsFor Authors
Forms / Download
Published Issue Details
Editorial Board
Other IMP Links
Facts & Figure
Impact Factor : 8.76
Issue per Year : 12
Volume Published : 9
Issue Published : 96
Article Submitted :
Article Published :
Total Authors :
Total Reviewer :
Total Countries :
Indexing Partner
Join RMS/Earn 300
Licence
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License
|
Published Paper Details
|
|
| Paper Title: | RESPONSES OF FRAME STRUCTURE BY USING SEMIRIGID JOINT |
| Authors Name: | Yadnyikee Joshi , Prof. Ajaykumar Hamane |
| Download E-Certificate: | Download |
| Author Reg. ID: |
IJNRD_204865
|
| Published Paper Id: | IJNRD2309034 |
| Published In: | Volume 8 Issue 9, September-2023 |
| DOI: | |
| Abstract: | This paper is represent the comparatively seismic analysis of different Joint.In that fixed , pinned and semirigid joints are used for design and behaviour of steel structural frame. Frye and Morris polynomial model is used for semi-rigid connections as suggested in IS 800:2007(Annexure-F) [7]. Secant stiffness is calculated for connections using Frey and Morris polynomial equation. Values of secant stiffness for the semirigid joint like single web angle, double web angle, top seat plate without angle, header plate. are incorporated in analysis for all alternatives using STAAD Pro. (5TH SERIES) in place of assumption of ideal rigid and pinned end conditions, analysis result show in graphical form of shear force, bending moment of beam, axial force in column. |
| Keywords: | Steel frames, Semi-rigid connections, Frye and Morris polynomial Equation, Secant stiffness |
| Cite Article: | "RESPONSES OF FRAME STRUCTURE BY USING SEMIRIGID JOINT", International Journal of Novel Research and Development (www.ijnrd.org), ISSN:2456-4184, Vol.8, Issue 9, page no.a293-a299, September-2023, Available :http://www.ijnrd.org/papers/IJNRD2309034.pdf |
| Downloads: | 000118756 |
| ISSN: |
2456-4184 | IMPACT FACTOR: 8.76 Calculated By Google Scholar| ESTD YEAR: 2016 An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 8.76 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator |
| Publication Details: |
Published Paper ID:IJNRD2309034 Registration ID: 204865 Published In: Volume 8 Issue 9, September-2023 DOI (Digital Object Identifier): Page No: a293-a299 Country: -, -, - Research Area: Engineering Publisher : IJ Publication Published Paper URL : https://www.ijnrd.org/viewpaperforall?paper=IJNRD2309034 Published Paper PDF: https://www.ijnrd.org/papers/IJNRD2309034 |
| Share Article: |
|
|
Click Here to Download This Article |
|
| Article Preview | |
|
|
|
Major Indexing from www.ijnrd.org
| Semantic Scholar | Microsaoft Academic | ORCID | Zenodo |
| Google Scholar | ResearcherID Thomson Reuters | Mendeley : reference manager | Academia.edu |
| arXiv.org : cornell university library | Research Gate | CiteSeerX | PUBLON |
| DRJI | SSRN | Scribd | DocStoc |
ISSN Details
 |
 |
|
ISSN: 2456-4184
Impact Factor: 8.76 and ISSN APPROVED
Journal Starting Year (ESTD) : 2016
DOI (A digital object identifier)
Conference
Open Access License Policy
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License
Important Details
Social Media
Licence
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License
Join RMS/Earn 300
| Copyright © 2024 - All Rights Reserved - IJNRD |
Facebook Twitter Instagram LinkedIn