Fragility-based analysis of the influence of effective stiffness of reinforced concrete members in shear wall buildings.

Abstract

When modeling RC shear wall buildings for seismic analysis there is little consensus in the literature on the appropriate value of the wall efective shear stifness (GAef) and the slab efective bending stifness (EIef). A probabilistic analysis based on fragility curves is a robust technique to assess the infuence of these parameters on the expected seismic performance, but such studies are scarce because they require computationally expensive analysis such as Incremental Dynamic Analysis (IDA). In this paper, fragility curves are developed following the recently introduced SPO2FRAG procedure, a simplifed method‑ ology that does not require IDA but the computationally more afordable incremental static (pushover) analysis. The fragility curves provided by SPO2FRAG are used to evaluate the infuence of the values of GAef and EIef on the analytical seismic response of full 3D nonlinear models of two actual (and representative) residential wall buildings of 17 and 26 stories located in Santiago (Chile). The accuracy of SPO2FRAG is also evaluated through comparisons with empirical fragilities