Impact Factor (2025): 6.9
DOI Prefix: 10.47001/IRJIET
The seismic
design of the frame building proposed in this project is based on IS 1893-2002
and IS 800. The aim of the present project is to determine the multi-storey and
multi-bay (G+3) building frame according to seismic forces. It was designed
according to IS 1893 and later IS 800: 2007. The frame is four-fold, with two
partitions in the horizontal direction and three partitions in the vertical
direction. The selection of a segment depends on a number of criteria. The two
methods used for analysis are the equivalent static charge method and the
response spectrum method.
The results obtained from the two methods were compared in terms of
storey displacement, storey displacement and foundation shear. Frames were also
analyzed with P-Δ analysis and time to correct for IBC code. Then, based on
this analysis process, a time-resistant steel frame was designed according to
IS-800:2007. Check the design again and compare the results by material.
The cost-effectiveness of the two methods was compared. Finally, the
connection between the inside and outside of the frame is created and
calculated. In addition, the construction of the base plate foundation conforms
to IS 800:2007. The software used for analysis and design is STAAD PRO. Adequate
bibliography and comparisons have been made during both design and review.
Country : India
IRJIET, Volume 8, Issue 1, January 2024 pp. 209-216