Performance assessment of G+8 story buildings

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.

Autorentext

Dr. Kiran Devi arbeitet als Assistenzprofessorin in der Abteilung für Bauingenieurwesen an der SGT-Universität, Gurugram, Indien. Herr Subhankar Petal ist Stipendiat an der SGT-Universität, Gurugram, Indien. Dr. Nitin Lamba arbeitet als Assistenzprofessor in der Abteilung für Bauingenieurwesen an der Noida International University, Noida, Indien.