Loading article...
Loading article...
Stream/Area:
-
Subject:
-
Paper ID:
10.55041/IJSREM21279
Volume:
7 |
5 |
May 2023
Pages:
Publication Frequency:
Monthly (12 issues per year)
License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.
Drift can be defined as the lateral displacement of a building due to lateral forces such as seismic force, wind force or movement of sub soil structure. Lateral displacement plays vital role in high-rise building. Lateral displacement increases with increase in the height of the building. These lateral displacements will leads to catastrophic failure of the building. Such type of failures can be avoided by providing desired bracing systems or shear walls wherever required in the building. In this paper the lateral displacement of irregular high-rise building with bracing system and shear walls have been discussed. The G+35 stories irregular building has taken into account for drift analysis. ETABS known as Established Three Dimensional Analysis for Building System software has been chosen for analyze the lateral displacement of irregular high-rise building with bracing system and shear walls effectively.
KEYWORDS
Publication Date
5/16/2023
Peer Review Type
Double-Blind Peer Review
Review Rounds: 2
Documents
Article Views
0
Total views since publication
PDF Downloads
1
Total downloads since publication
Geographic Reach
5
Digital Preservation: This article is permanently archived on Zenodo and complies with all data preservation standards across major indexing platforms.
Plagiarism Screening
This manuscript has been checked for plagiarism using TurnitinPlagiarismChecker software.
Conflict of Interest
The authors declare no conflict of interest related to this research work.
Funding Information
No funding information available for this research.
Related research in the same subject area
Loading similar articles...