|
|||||||||||||||
|
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: November 2023
Volume 8 | Issue 11
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 : 8
Issue Published : 90
Article Submitted : 30200
Article Published : 8354
Total Authors : 21024
Total Reviewer : 1030
Total Countries : 162
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: | EFFECT OF SOIL TYPE ON ISOLATED FOOTING DURING EARTHQUAKE |
| Authors Name: | Tarun Tiwari |
| Download E-Certificate: | Download |
| Author Reg. ID: |
IJNRD_170078
|
| Published Paper Id: | IJNRD1706012 |
| Published In: | Volume 2 Issue 6, June-2017 |
| DOI: | |
| Abstract: | Recent earthquakes in India show that not only non-engineered but also engineered buildings in our country are susceptible even to moderate earthquakes and the most susceptible structural element is FOUNDATION thus an attempt is made through the paper titled “EFFECT OF SOIL TYPE ON ISOLATED FOOTING DURING EATHQUAKE” for evaluating seismic performance of the footing on different soil type. Building is modelled through commercial software STAAD PRO. As we are very aware that it’s an easy task to design foundation for lateral forces such as Live Load and Dead Load as the magnitude of these loads can easily be estimated but the problems arises when the foundation is designed for seismic or earthquake loads as it can occur at any x, y and z direction and also with unknown magnitude. Thus by using software STAAD PRO aims in finding better technique to make out the sensitivity of footing rested on different soil type. |
| Keywords: | Live Load, Dead Load, Siesmic Load, STAAD PRO. |
| Cite Article: | "EFFECT OF SOIL TYPE ON ISOLATED FOOTING DURING EARTHQUAKE", International Journal of Novel Research and Development (www.ijnrd.org), ISSN:2456-4184, Vol.2, Issue 6, page no.67-76, June-2017, Available :http://www.ijnrd.org/papers/IJNRD1706012.pdf |
| Downloads: | 000114689 |
| 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:IJNRD1706012 Registration ID: 170078 Published In: Volume 2 Issue 6, June-2017 DOI (Digital Object Identifier): Page No: 67-76 Country: DEHRADUN, UTTARAKHAND, India Research Area: Engineering Publisher : IJ Publication Published Paper URL : https://www.ijnrd.org/viewpaperforall?paper=IJNRD1706012 Published Paper PDF: https://www.ijnrd.org/papers/IJNRD1706012 |
| 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 © 2023 - All Rights Reserved - IJNRD |
Facebook Twitter Instagram LinkedIn