Abstract - Önder

EPISTEMIC UNCERTAINTY IN THE ANALYTICALLY DERIVED FRAGILITY FUNCTIONS: MULTIPLE STRIPE ANALYSIS VERSUS CLOUD ANALYSIS

Zeynep Eda Önder

 (Thesis Supervisor: Ufuk Hancılar)

ABSTRACT

This study aims to examine the effects of epistemic uncertainty arising from different analysis approaches on the derived fragility functions. To this end, fragility functions are developed by using two different methods namely multiple stripe analysis (MSA) and cloud analysis, and compared for low-rise and mid-rise (3 and 6-story), reinforced concrete (RC), moment-resisting frame (MRF) buildings designed as per the Turkish Seismic Codes (TSC) published in 1975 and 2018. Each building's preliminary design complies with the minimum requirements specified in the relevant seismic codes. A total of four buildings are studied considering different heights and different seismic codes. The OpenSees Program (the Open System for Earthquake Engineering Simulation) is used to perform nonlinear dynamic analyses of the structures.  While spectral displacement (Sd), spectral acceleration (Sa) and peak ground acceleration (PGA) are chosen as intensity measures, maximum inter-story drift ratio (MIDR) and top displacement (Dtop) are selected as engineering demand parameters. For the damage state definitions through threshold values on the EDPs, nonlinear static (pushover) analyses are conducted to pick the limit values of top displacements from the idealized pushover curves whereas limit values for MIDR are drawn from the Hazus MR4 Technical Document. For MSA, 11 stripes and 22 pairs of earthquake records for each stripe are used, while 44 sets of record pairs are used for cloud analysis. Fragility functions for the aforementioned buildings are developed by using two methods and compared to account for the epistemic uncertainty in the derivation of fragility functions.