Movaghar P.T., Taflanidis A.A., Giaralis A., Vamvatsikos D. (2025). Sustainability-Driven Risk-Based Design of Inerter Vibration Absorbers for Multistory Hysteretic Buildings under Seismic Hazard. Journal of Engineering Mechanics, 151: 11.
Abstract | This paper examines a risk-based multi-objective optimal design framework for seismic protective devices in buildings, tailored to accommodate recently emerging inerter-based dynamic vibration absorbers (IVAs), while treating the conventional tuned mass damper (TMD) as a limiting case. Following recent research efforts, the formulation utilizes the following as competing design criteria: (1) the seismic losses, representing the IVA vibration suppression capability; and (2) the peak IVA force, associated with the device upfront cost. In view of pressing demands for reducing the life cycle embodied carbon of buildings, the embodied energy associated with repairs is introduced in this paper as a sustainability-driven design criterion for describing seismic losses within the multi-objective design framework. Moreover, modern performance-based earthquake engineering standards are adopted for the problem formulation, using a probabilistic seismic hazard characterization across a range of intensities, utilizing nonlinear response history analysis to estimate structural response and adopting an assembly-based vulnerability assessment to quantify seismic damages and consequences. Reduced order structural modeling is leveraged to alleviate the computational burden while enabling the explicit use of nonlinear time history analysis within the design optimization. An efficient stochastic search approach is adopted to identify Pareto optimal solutions for different design variants and evaluate the IVA benefits across different performance quantifications (distinguishing drift from acceleration-sensitive assemblies), risk metrics (distinguishing risk-neutral from risk-averse attitudes), and device types (distinguishing IVAs from TMDs). Numerical results for an illustrative application to a 9-story steel benchmark demonstrate considerable (i.e., up to 35%) reduction of the embodied energy due to repairs compared to the uncontrolled structure while stressing the usefulness of the developed design optimization framework to support multiple risk quantifications and insights for the IVA behavior and performance.