Open Daily: 10am - 10pm | Alley door pickup 10am - 7pm 3038 Hennepin Ave Minneapolis, MN
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  • Open Daily: 10am - 10pm
    Alley-side Pickup: 10am - 7pm

    3038 Hennepin Ave Minneapolis, MN
    612-822-4611

Open Daily: 10am - 10pm | Alley-side Pickup: 10am - 7pm
3038 Hennepin Ave Minneapolis, MN
612-822-4611
Performance assessment of G+8 story buildings

Performance assessment of G+8 story buildings

Devi, Kiran
Petal, Subhankar
Lamba, Nitin

Paperback

Technology & Engineering

ISBN10: 6208415357
ISBN13: 9786208415358
Publisher: LAP Lambert Academic Publishing
Published: Dec 9 2024
Pages: 60
Weight: 0.22
Height: 0.14 Width: 6.00 Depth: 9.00
Language: English
Due to a shortage of land and an increasing population, the multi-story structures are built to accommodate many people in the limited areas. People moved from rural to urban areas as a result of the industrial revolution and population increase, necessitating the development of multi-story structures for both residential and commercial purposes. A variety of factors, including the building's intrinsic frequency, damping factor, type of base, importance, and ductility, are taken into account when designing structures that can sustain earthquake pressures. Developing earthquake-resistant structures requires an understanding of seismic analysis to guarantee safety against the seismic pressures of multi-story buildings. The current study examined the percentage of longitudinal steel, reinforcing details, and design base shear of a G+8-story reinforced concrete (RC) structure in three distinct seismic zones. Seismic zones III, IV, and V were assessed for the structure using IS 1893 (Part 1): 2016 norms. According to the results, base shear increased as the seismic zone changed from III to V.

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