UGC Approved Journal no 63975(19)
New UGC Peer-Reviewed Rules

ISSN: 2349-5162 | ESTD Year : 2014
Volume 13 | Issue 4 | April 2026

JETIREXPLORE- Search Thousands of research papers



WhatsApp Contact
Click Here

Published in:

Volume 11 Issue 3
March-2024
eISSN: 2349-5162

UGC and ISSN approved 7.95 impact factor UGC Approved Journal no 63975

7.95 impact factor calculated by Google scholar

Unique Identifier

Published Paper ID:
JETIR2403044


Registration ID:
533629

Page Number

a344-a356

Share This Article


Jetir RMS

Title

SEISMIC RESISTANT ANALYSIS AND DESIGN OF MULTISTORY BUILDING

Abstract

The ground vibration along with seismic tremors is the reason to the breakdown of structures. So as to spare loss of life and property; the structures should be planned against the powers originating from ground vibration. In this work A RCC encircled five-storied structure has been broke down and intended to endure the quakes in which the Indian seismic zone II is inclined to, the site of structure is in Dantewara. Device utilized for calculations is STAAD-pro2000.The main change in the map for the state of Chhattisgarh was the merging of zone Iand II under which much state falls. A silver of the district of Dantewara lies in zone II. Part of the northern districts of Bilaspur, Janjgir, Korba, Koria and Sarguja lie in zone III. The investigation has been done for quake and According to Indian Standard codes 1893:2002(section 1) and IS-875:1987 (section 3) individually. Fortified solid structure is finished with point of confinement state technique complying with IS-456:2000 built in the STAAD-pro. The plan results are confirmed additionally alongside handbook structure arbitrarily. At last, the fortification specifying is done carefully according to Seems to be 13920:1993 in order to give flexibility to auxiliary individuals including joints. The fortifications of different individuals are as illustrations. The loads have been dissected utilizing technique for fixity and intended for irrefutably the greatest response sat section bases. The structure was investigated without block in fill boards which may have caused underestimation of parallel solidness of the structure making the plan more secure. To the extent of further work is concerned, the infill boards might be associated with examination and progressively efficient plan can be gotten.

Key Words

Cite This Article

"SEISMIC RESISTANT ANALYSIS AND DESIGN OF MULTISTORY BUILDING", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.11, Issue 3, page no.a344-a356, March-2024, Available :http://www.jetir.org/papers/JETIR2403044.pdf

ISSN


2349-5162 | Impact Factor 7.95 Calculate by Google Scholar

An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 7.95 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator

Cite This Article

"SEISMIC RESISTANT ANALYSIS AND DESIGN OF MULTISTORY BUILDING", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.11, Issue 3, page no. ppa344-a356, March-2024, Available at : http://www.jetir.org/papers/JETIR2403044.pdf

Publication Details

Published Paper ID: JETIR2403044
Registration ID: 533629
Published In: Volume 11 | Issue 3 | Year March-2024
DOI (Digital Object Identifier):
Page No: a344-a356
Country: Raipur, chhattishgarh, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


Preview This Article


Downlaod

Click here for Article Preview

Download PDF

Downloads

000191

Print This Page

Current Call For Paper

Jetir RMS