|
INTERNATIONAL JOURNAL OF SCIENTIFIC DEVELOPMENT AND RESEARCH 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 |
Imp Links for Author
Imp Links for Reviewer
Research Area
Subscribe IJSDR
Visitor Counter
Copyright Infringement Claims
Indexing Partner
|
Published Paper Details
|
|
| Paper Title: | Push Over Analysis with Vertical Irregularities for Medium Rise RCC Structure |
| Authors Name: | Arunkumar S Hingole , Dr. A.G. Banhatti |
| Unique Id: | IJSDR1606010 |
| Published In: | Volume 1 Issue 6, June-2016 |
| Abstract: | The performance of a stuctural sytem can be evaluated resorting to non- linear static analysis. This involves the estimation of the structural strength capacities at desired performance level. This study aims at evaluating and comparing the response of five reinforced concrete building systems by the use of different methodologies namely the ones described by the ATC 40 and the FEMA 273 using nonlinear static procedures , with described acceptance criteria. Some results are also compared with the nonlinerar dynamic analysis. The methodologies are appllied to 3 storey frames sysytem with and without vertical irregularity, both designed as per the IS 456- 2000 and IS 1893- 2002 (Part II) in the context of Performance Based Seismic Design procedures. Present study aims towards doing Nonlinear Static Pushover Analysis of G +3 medium rise RCC residential building frame which is to be designed by Convential Designe Methodology. However before exploring actual RCC residential building , a fundamental understanding of a Capacity Design Method has been obtained through the solution of G+3 RCC building by conventional method. A Nonlinear Static Anlysis (Pushover Anlysis) has been used to obatin the inelastic deformation capabilities of frame. It is found that irregularity in elevation of the building reduces the performance level of stucture and there is also decrease in deformation or displacement of the building. |
| Keywords: | Performance based design, Static Pushover Analysis, Lateral displacement, Storey shear, Base shear, Storey drift. |
| Cite Article: | "Push Over Analysis with Vertical Irregularities for Medium Rise RCC Structure", International Journal of Science & Engineering Development Research (www.ijsdr.org), ISSN:2455-2631, Vol.1, Issue 6, page no.45 - 49, June-2016, Available :http://www.ijsdr.org/papers/IJSDR1606010.pdf |
| Downloads: | 000337061 |
| Publication Details: | Published Paper ID: IJSDR1606010 Registration ID:160468 Published In: Volume 1 Issue 6, June-2016 DOI (Digital Object Identifier): Page No: 45 - 49 Publisher: IJSDR | www.ijsdr.org ISSN Number: 2455-2631 |
|
Click Here to Download This Article |
|
| 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
ISSN
 |
 |
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
|
 |
 |
 |
Social Media
Indexing Partner |
|||
| Copyright © 2024 - All Rights Reserved - IJSDR | |||
Facebook Twitter Instagram LinkedIn