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A Survey Paper on - Design of Earthquake Resistance Tall Structure with Lateral Force Method & Response Spectrum Analysis (STADD. PRO)

Author(s):

Amit Shukla , PITS UJJAIN; Rahul Sharma, PITS UJJAIN; Aakash Jaiswal, PITS UJJAIN

Keywords:

Seismic Loading, Manual Calculation, STAAD Pro., analysis-design, wind effect, seismic effect, Steel, concrete composite structure, Programming tools

Abstract

The selection of the structure categories was made after the normal process. The two methods used for the analysis are the equivalent static measurement and the Response Spectrum .A comparative analysis of the results Found from both methods was performed based on migration, story distribution and clipping. The framework was also tested for P-analysis and adjustments required from time to time have been made after the IBC code .When the steel resistance frame was developed in accordance with IS-800: 2007 based on these analytical methods. In the process of naming this stage it has been repeated many times until all the standards specified in IS 800 have been met. The developed framework was then analyzed and the results were compared according to the categories used. The cost-effectiveness of both methods has been compared. Also the basic design that contains the base plate is made according to IS 800: 2007. Important statistics are calculated and statistics are created. The software used for analyze and design is STAAD Pro. Both at the time of design and analysis the calculations performed were performed and compared.

Other Details

Paper ID: IJSRDV8I120005
Published in: Volume : 8, Issue : 12
Publication Date: 01/03/2021
Page(s): 1-3

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