Manuscript Number : IJSRCE237411
Analysis of a High-Rise Building Frame Considering Lateral Load Using Analysis Tools A Review
Authors(2) :-Shubham Parashar, Hariram Sahu
Buildings must be able to safely withstand any significant ground motions that could happen during construction or regular operation in order to be considered earthquake resistant. The impacts that ground motions have on structural reactions, however, are special. The time-history analysis is the analytical method that is most accurate for structures that are subjected to severe ground vibrations. For this analysis, a stepwise solution is used to integrate the pushover analysis of a multi-degree-of-freedom system, or MDOF, in the time domain in order to depict the real reaction of a structure. Although it can be applied to all practical uses, this method takes time. The pushover analysis was developed because it was necessary to develop quicker techniques that would nevertheless provide a trustworthy structural assessment or design of structures subjected to seismic loading. In this paper presenting review of literature related to analysis of tall structure.
Shubham Parashar
P. G. Scholar, Department of Civil Engineer, Infinity Management and Engineering College, Madhya Pradesh, India
Hariram Sahu
Assistant Professor, Department of Civil Engineer, Infinity Management and Engineering College, Madhya Pradesh, India
RCC Frame, Irregular Building, FEMA Hinge, Capacity Spectrum, Pushover Analysis, Seismic Reaction
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Publication Details
Published in : Volume 7 | Issue 4 | July-August 2023
Date of Publication : 2023-08-10
License: This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 96-101
Manuscript Number : IJSRCE237411
Publisher : Technoscience Academy
URL : https://ijsrce.com/IJSRCE237411
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