Selection of Response Reduction Factor Considering Resilience Aspect

The selection of an adequate response reduction factor (R) in the seismic design a reinforced concrete building is critical to building’s response. To construct robust structure, R should be chosen based on resilience performance. Since no background was provided for factors, study focuses right factors relation functionality, performance level, and resilience. In this study, high-rise with multiple (R = 3, 4, 5, 6) developed. Five potential recovery paths (RP-1 RP-5) that matched realistic scenario were used estimate functionality. subjected uni bi-directional loadings, two levels, Design Basic Earthquake (DBE) Maximum Considered monitor According findings, decrease lateral force highest results high ductility requirement substantial loss maximum can recommended under uni-directional loading up 6, which almost 50%, whereas taking decreased from 6 4.