IJSDR
IJSDR
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

Issue: March 2024

Volume 9 | Issue 3

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
Paper Title: STATIC AND DYNAMIC ANALYSIS OF SEISMIC PRESSURE ON THE RC BRIDGE
Authors Name: Deepak , Abhishek Sharma
Unique Id: IJSDR2008030
Published In: Volume 5 Issue 8, August-2020
Abstract: After the Bhuj earthquake in 2001 & the occurrence of the earthquake in Kashmir in 8 Oct 2005 derives the much attention on the seismic assessment of existing building. Many literatures are available based on the seismic evaluation procedures for the RC buildings using the non-linear analysis. But the seismic evaluation of the bridges is not taken out effectively while the bridges play an important role as a structure. The Aravali series of rock formation having the quartzite rock formations in the Delhi NCR region. In this region mainly alluvium soil is found near the Yamuna and the area near to the Delhi. Hindon River is the branch of the Yamuna. The site of the Hindon River having the sandy alluvium soil which is perfectly suitable for the bridge foundation. Bridges extends horizontally with its two ends restrained & that makes the dynamic characteristics of bridges different from buildings. For doing the seismic evaluation of the bridge at the time of earthquake open sees software is used. The open sees model is used to describe the various performances of the bridge. By comparing the various results obtained through the non-linear analysis (static and dynamic). The concrete developed by Chang and Mander is used for assessment. This new material is used in assessment enhance the existing bridge capacity against the bridge element damage during the seismic activity. From the various evaluation results it is worked out that the bridge structure under the designed seismic vibrations is safe and the results obtained from this pushover analysis is verified through the results obtained from the dynamic analysis.
Keywords: Hindon River, Alluvium Soil, Earthquake, Bridge Structure
Cite Article: "STATIC AND DYNAMIC ANALYSIS OF SEISMIC PRESSURE ON THE RC BRIDGE", International Journal of Science & Engineering Development Research (www.ijsdr.org), ISSN:2455-2631, Vol.5, Issue 8, page no.253 - 257, August-2020, Available :http://www.ijsdr.org/papers/IJSDR2008030.pdf
Downloads: 000336257
Publication Details: Published Paper ID: IJSDR2008030
Registration ID:192353
Published In: Volume 5 Issue 8, August-2020
DOI (Digital Object Identifier):
Page No: 253 - 257
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
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
Creative Commons License
This material is Open Knowledge
This material is Open Data
This material is Open Content
Social Media
IJSDR

Indexing Partner