UGC Approved Journal no 63975(19)

ISSN: 2349-5162 | ESTD Year : 2014
Call for Paper
Volume 11 | Issue 5 | May 2024

JETIREXPLORE- Search Thousands of research papers



WhatsApp Contact
Click Here

Published in:

Volume 6 Issue 4
April-2019
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:
JETIR1904M46


Registration ID:
207510

Page Number

299-306

Share This Article


Jetir RMS

Title

Comparative Study of Along-Wind Response of High Rise Building Using Major International Codes with Indian Code

Abstract

The research paper discusses a comparative study of two major international codes and standards with the latest Indian Code for wind load i.e. IS 875 Part-III(2015) for along wind loads on high rise building. The major international codes and standards of wind loads included within the scope of this research paper are ASCE-7-02 (United States), AS/NZS1170.2-2011.Wind is an important factor in the design of buildings located in the coastal areas & in those areas where annual average wind speed is above average level. For the design of wind resistance building wind codes are available, which are widely used by the designer around the world. Different countries like India, Australia and New Zealand have their separate wind code for design of wind resistant building in their territory. All the International wind loading codes and standards provide guidelines and procedure for evaluation of wind load and effect of wind on high rise structures. This paper describes a comparison of response of building due to wind load by three countries’ wind loading code. The study was conducted on 60m high rise building with different geometrical building shape such as rectangular, L-shape, C-shape for static wind characteristics i.e. static analysis. The comparative results are obtained from the different international wind loading codes and standards for terrain category 2 and category 3 for all codes using ETABS software. Different perimeter like Base Shear, Story displacement, Story Drift. The aim of this paper is comparing the results of various wind loading codes and standards with Indian wind loading code and standard.

Key Words

Wind loads, Terrain category, Static method, Tall structure, and Story Displacement. Story drift

Cite This Article

"Comparative Study of Along-Wind Response of High Rise Building Using Major International Codes with Indian Code", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 4, page no.299-306, April-2019, Available :http://www.jetir.org/papers/JETIR1904M46.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

"Comparative Study of Along-Wind Response of High Rise Building Using Major International Codes with Indian Code", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 4, page no. pp299-306, April-2019, Available at : http://www.jetir.org/papers/JETIR1904M46.pdf

Publication Details

Published Paper ID: JETIR1904M46
Registration ID: 207510
Published In: Volume 6 | Issue 4 | Year April-2019
DOI (Digital Object Identifier):
Page No: 299-306
Country: Banaskantha, Gujarat, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


Preview This Article


Downlaod

Click here for Article Preview

Download PDF

Downloads

0002816

Print This Page

Current Call For Paper

Jetir RMS