Impact Factor (2025): 6.9
DOI Prefix: 10.47001/IRJIET
The
structure's ability to release energy through inelastic behaviour is reflected
in the response reduction factor (R). It results from a combination of
redundancy, ductility, and over strength. Thus, determining R with accurate
values plays a critical function in the process of seismic design. This study
aims to determine the response factor of structures of reinforced concrete
(RC). With different structural irregularities, additionally, determine the
impact of the interaction between soil and structure (SSI) using non-linear
static pushover analysis was adopted in numerical simulation by using SAP2000.
The selected irregularities included elevational and in-plan changes It was
determined that, in comparison to regular buildings, buildings with irregular
vertical geometries had poorer inelastic seismic capacities. Therefore, R is
less than that which is stated in the ECP 2020, so it ought to be reduced by
15–40% before the design stage. The outcomes demonstrated that It isn't
concluded that irregularity has a considerable effect on weak soil (C). The
reduction in R, considering (SSI), reached 20.3% and 13.1% for fixed and
isolated supports, respectively, in case of loose soil. Moreover, it became
obvious that for the same structure the stiffer the base soil the greater the
R's value.
Country : Egypt
IRJIET, Volume 8, Issue 7, July 2024 pp. 16-34