Seismic Resistant Design and analysis of (G+15), (G+20) and (G+25) Residential Building and Comparison of the Seismic Effects on Them
Asadullah Dost, Anil Kumar Chaudhary
High rise Buildings, Seismic Forces, Wind loads, ETABS
The primary goal of this research is to conduct an earthquake analysis of G+15, G+20, and G+25 residential buildings using Indian standard codes of practice IS 1893(Part 1):2002. In general, seismic forces on a structure are calculated assuming the structure is in zone IV. The member forces are calculated using load combinations according to IS 456: 2000's Limit State Method. According to IS 875(Part 1, Part 2):1987, the structure is subjected to dead load, self-weight, and live load. With the help of the ETAB software, the structure was designed in accordance with seismic code IS-1893:2002 under seismic zone IV. So, for structural engineers, the interesting part is that the design of a high-rise building involves a lot of parameters. A high-rise multi-story building, from the perspective of a structural engineer, is one that is affected by lateral forces to the extent that they play a significant role in the structure's design due to its height. Wind and seismic loads are critical in multi-story buildings of this type (i.e., G+15, G+20, G+25). As a result, lateral stability is important for tall buildings in general.
Article Details
Unique Paper ID: 151498

Publication Volume & Issue: Volume 8, Issue 1

Page(s): 102 - 112
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