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: April 2024

Volume 9 | Issue 4

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: ANALYSIS OF BLAST RESISTANT STRUCTURE
Authors Name: Chintan Patel , Prof. Payal Patel
Unique Id: IJSDR2008053
Published In: Volume 5 Issue 8, August-2020
Abstract: A bomb explosion nearby a building can cause catastrophic damage to the building's external and internal structural frames, collapsing of walls and shutting down of critical life-safety systems. Loss of life and injuries to occupants can result from many causes, including direct blast-effects, structural collapse, debris impact, fire, and smoke. The indirect effects can cumulate to inhibit or avert timely avoidance, thereby contributing to supplemental casualties. The main intent of this Study is to through light on the design of blast resistant buildings and to know the response of a structure when subjected to blast loads utilizing ETABS software with prominence given on different Standoff distances of the blast and incorporating different charge weights of TNT according to the IS CODE 4991. Predicated on the data and function of the building, dead loads, live loads & partition Wall loads are considered in the analysis of the building under the designations of IS 875-1987. In the present study, G+17 storied building is subjected to 200kg and 400 kg charge weight of the blast load with a standoff distance of 20, 40 and 60m. IS: 4991 – 1968 is utilized to determine the blast parameters. The response of the structure is resolute in terms of storey drift and storey displacement. Depending on the source of the blast load and the charge weight of the explosive, the response of the building and safe standoff distance is found. To make the building more resistible for blast load, different structural systems like shear wall and steel bracings are implemented.
Keywords: Blast, Blast load, Charge weight, Stand-off distance
Cite Article: "ANALYSIS OF BLAST RESISTANT STRUCTURE", International Journal of Science & Engineering Development Research (www.ijsdr.org), ISSN:2455-2631, Vol.5, Issue 8, page no.384 - 391, August-2020, Available :http://www.ijsdr.org/papers/IJSDR2008053.pdf
Downloads: 000337211
Publication Details: Published Paper ID: IJSDR2008053
Registration ID:192065
Published In: Volume 5 Issue 8, August-2020
DOI (Digital Object Identifier):
Page No: 384 - 391
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