International Peer Reviewed & Refereed Journals, Open Access Journal
ISSN Approved Journal No: 2455-2631 | Impact factor: 8.15 | ESTD Year: 2016
open access , Peer-reviewed, and Refereed Journals, Impact factor 8.15

Issue: November 2023

Volume 8 | Issue 11

Impact factor: 8.15

Click Here For more Info

Imp Links for Author
Imp Links for Reviewer
Research Area
Subscribe IJSDR
Visitor Counter

Copyright Infringement Claims
Indexing Partner
Published Paper Details
Authors Name: YASEEN AHMAD , Anuj Verma , Nida Nasir
Unique Id: IJSDR2211008
Published In: Volume 7 Issue 11, November-2022
Abstract: Buildings are physical structures which provide shelter and safety for people. People prefer to live in their own individual spaces, so there is a requirement for many tall buildings to be constructed. Tall buildings have their own drawbacks such as lower resistance to wind and earthquake. Thus these buildings, if constructed in high seismic areas, may be susceptible to the severe damage which further leads to loss of life. Along with gravity load, structure has to withstand the lateral loads subjected to the building due to earthquake thus different lateral load resisting techniques are used now-a-days to make a tall structure stiff and stable. The present study focuses on the study of RC framed structure provided with three different types of bracing systems. For this study, a G+14 storied RC frame structure has been considered and the structural behavior has been studied for the seismic zones IV. The RC framed models are analyzed by Response spectrum Method using a computer aided software i.e., STAAD.Pro V8i. The structural behavior has been studied by using different types of bracing system such as X-bracing, Inverted-V bracing and V-bracing provided on the exterior faces of the buildings and at different locations on all the four sides. Comparative study of the braced and unbraced models is conducted for the parameters i.e. time period, base shear, storey drift, storey displacement, bending moment and peak storey shear. It has been observed that the storey displacement, storey drift, bending moment and time period of the braced frame decrease when compared to the un-braced frame and the base shear value of the braced models increases. Peak storey shear values are more for the braced frames. It is concluded that the model with the X-bracing provided at the mid-bays on the exterior faces of the buildings significantly contribute to structure stiffness as compared to the other bracing system.
Keywords: Bracing, earthquake analysis on the building, Storey Displacement, Base Shear, Storey Drift, STAAD- Pro v8i
Cite Article: "A RESEARCH PAPER ON SEISMIC ANALYSIS OF MULTISTOREY RC BUILDING WITH BRACING USING STAAD.PRO V8i", International Journal of Science & Engineering Development Research (www.ijsdr.org), ISSN:2455-2631, Vol.7, Issue 11, page no.39 - 57, November-2022, Available :http://www.ijsdr.org/papers/IJSDR2211008.pdf
Downloads: 000314592
Publication Details: Published Paper ID: IJSDR2211008
Registration ID:202398
Published In: Volume 7 Issue 11, November-2022
DOI (Digital Object Identifier):
Page No: 39 - 57
Publisher: IJSDR | www.ijsdr.org
ISSN Number: 2455-2631

Click Here to Download This Article

Article Preview

Click here for Article Preview

Major Indexing from www.ijsdr.org
Google Scholar ResearcherID Thomson Reuters Mendeley : reference manager Academia.edu
arXiv.org : cornell university library Research Gate CiteSeerX DOAJ : Directory of Open Access Journals
DRJI Index Copernicus International Scribd DocStoc

Track Paper
Important Links
Conference Proposal
DOI (A digital object identifier)

Providing A digital object identifier by DOI
How to GET DOI and Hard Copy Related
Open Access License Policy
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License
Creative Commons License
This material is Open Knowledge
This material is Open Data
This material is Open Content
Social Media

Indexing Partner