Seismic fragility assessment of ductile reinforced concrete building frames

Abstract

Purpose Increasing awareness of the society and complying with design requirements of building codes for seismic safety of structures and inhabitants during severe earthquakes are the primary purpose of seismic analysis. This study aims to present the variability in seismic fragility functions for frames of different heights for the most vulnerable condition of structure using nonlinear time history analysis. Design/methodology/approach A total of 4, 8 and 20 stories reinforced concrete (RC) moment-resisting two-dimensional frames are considered for this study. Ground motions (GM) are selected as per the conditional mean spectrum and these are conditioned on a target spectral acceleration at the concern time period. RC frames are designed and detailed as per Indian standards. A concentrated plasticity approach is adopted for non-linear analytical modeling of the RC frames. Deterministic capacity limit states in terms of maximum inter-story drift ratio are considered for different damage states. Fragility functions have been derived following a lognormal distribution from incremental dynamic analysis curves. Finally, the maximum likelihood estimation of the response is obtained for fitting curves with observed fragility. Findings The fragility functions of the three structures reflect that under critical or extreme conditions of GM the taller buildings have higher fragility than the shorter buildings for each level of limit states even though both are designed to meet their code-level design forces. Research limitations/implications The study is conducted on the extreme scenario of GM conditioned on the fundamental time period of each building, whereas comparison can be developed by selecting various methodologies of GM set. The probabilistic capacity model can be developed for future studies to check the fragility variation with deterministic and probabilistic capacity. Originality/value The investigation endeavors to present a comprehensive fragility assessment framework by analytical method. The outcome will be useful in the development of a disaster management strategy for new or old buildings and the response of seismic force with a variation of the building’s height. The findings will also be useful for updating the earthquake-resistant building codes for the new building construction in a similar context.

Urban search and rescue (USAR) simulation in earthquake environments using queuing theory: estimating the appropriate number of rescue teams

“…US Geological Survey [USGS] (Deyasi et al , 2017), HAZUS-MH [Multi-Hazard] (Fallah-Aliabadi et al , 2020), Federal Emergency Management Agency [FEMA] fragility curves (da Silva et al , 2021), PO-ZID[1] and PO-AB[2] parametric methods for masonry and reinforced concrete structures (Lutman et al , 2014) have been developed based on infrastructures’ various parameters, such as the type and height of the structure, buildings age and environmental factors (Chen et al , 2012, Fallah-Aliabadi et al , 2020, Guérin-Marthe et al , 2021, Apu and Sinha, 2021). These models are based on the determination of fragility functions calculated regionally and following the characteristics of the study area (da Silva et al , 2021, Shahbazi et al , 2020, Apu and Sinha, 2021). In Iran, Mansouri et al (2008) described a location-based methodology for estimating damage functions (i.e.…”