PSI - Issue 78
Enrico Bernardi et al. / Procedia Structural Integrity 78 (2026) 599–606
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The model enables the calculation of optimal, dimensionless parameters for the isolation system as a function of the mass ratio ( μ ) and a performance parameter ( β ), which reflects the desired trade-off between the different objectives of the optimization process. The case study demonstrates that an optimized IIS is an effective strategy for enhancing the performance of the substructure. Furthermore, the multi- objective approach allows for the evaluation of the isolated superstructure’s performance, which can be par ticularly relevant depending on the building’s intended use. Finally, the results confirm the reliability of the proposed model. In particular, the outcomes observed for varying values of the performance parameter β are consistent with expectations and align with the initial assumptions of the optimization process. References Ambraseys N., Smit P., Sigbjornsson R., Suhadolc P., Margaris B., 2002. Internet-Site for European Strong-Motion Data. European Commission, Research-Directorate General, Environment and Climate Programme Bernardi E., Donà M., da Porto F., Tan P., 2021. Investigations on inter-storey seismic isolation as a technique for adding upper Storeys. In: Proceedings of the 8th international conference on computational methods in structural dynamics and earthquake engineering (COMPDYN), Athens, Greece Bernardi E., Donà M., Tan P., 2023a. Multi-objective optimization of the inter-story isolation system used as a structural TMD, Bull. Earthq. Eng., https://doi. org/10.1007/s10518-022-01592-9. Bernardi E., Donà M., Sut S., Saler E., Caprino A., da Porto F., 2023b. Evaluation of the inter-story isolation system applied to an existing masonry school building, Proc. of 9th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2023), Athens, Greece, June 12-14 Bernardi E., Donà M., Ceresara M., Gaspari M., da Porto F., 2023c. Evaluation of the inter-story isolation system applied to an existing RC school building, Proc. of 9th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2023), Athens, Greece, June 12-14 CEN (European Committee for Standardization), 2004. Design of structures for earthquake resistance, part1: general rules, seismic actions and rules for buildings. Eurocode 8, EN 1998–1. CEN, Brussels Deb K., Pratap A., Agarwal S., Meyarivan T., 2002. A fast and elitist multiobjective genetic algorithm: NSGA-II. IEEE Trans Evolut Comput. https:// doi. org/ 10. 1109/ 4235. 996017 Donà M., Bernardi E., Zonta A., Tan P., Zhou F.L., 2021. Evaluation of optimal FVDs for inter-storey isolation systems based on surrogate performance models. Bull Earthq Eng. https://doi.org/ 10.1007/s10518- 021- 01134-9 Donà M., Bernardi E., Zonta A., Saler E., da Porto F., 2022. Assessment of the inter-story isolation technique applied to an existing school building. In: Proceedings of the Eighth international conference on structural engineering, mechanics and computation (SEMC 2022), Cape Town, South Africa, September 5–7, 2022 Faiella D., Mele E., 2019. Vibration characteristics and higher mode coupling in intermediate isolation systems (IIS): a parametric analysis. Bull Earthq Eng. https://doi.org/10.1007/s10518- 019-00637-w Faiella D., Mele E., 2020. Insights into inter-story isolation design through the analysis of two case studies. Eng Struct 215:110660. https://doi. org/10.1016/j.engst ruct.2020.110660 Liu Y., Wu J., Dona M., 2018. Effectiveness of fluid-viscous dampers for improved seismic performance of inter-storey isolated buildings. Eng Struct 169:276–292. https:// doi. org/ 10. 1016/j. engst ruct.2018. 05. 031 Miranda J.C., 2005. On tuned mass dampers for reducing the seismic response of structures. Earth Eng Struct Dyn 34:847-865. https://doi.org/10.1002/eqe.461 Moutinho C., 2012.An alternative methodology for designing tuned mass dampers to reduce seismic vibrations in building structures. Earthq Eng Struct Dyn. https:// doi. org/ 10. 1002/ eqe. 2174 Pietrosanti D., De Angelis M., Basili M., 2017. Optimal design and performance evaluation of systems with Tuned Mass Damper Inerter (TMDI). Earthq Eng Struct Dyn. https://doi. org/10. 1002/eqe.2861 Reggio A., De Angelis M., 2015. Optimal energy-based seismic design of non-conventional Tuned Mass Damper (TMD) implemented via inter story isolation. Earthq Eng Struct Dyn 44:1623–1642.https://doi.org/10.1002/eqe.2548 Sadek F., Mohraz B., Taylor A.W., Chung R.M., 1997. A method of estimating the parameters of tuned mass dampers for seismic applications. Earthq Eng Struct Dyn 26(6):617–635 Tan P., Zhang Y., Zhou F.L., 2008. Optimal design and control mechanism study on story isolation system. In: The 14th world conference on earthquake engineering, Beijing, China, October 12–17 Villaverde R., 1985. Reduction in seismic response with heavily-damped vibration absorbers. Earthq Eng Struct Dyn. https:// doi. org/ 10. 1002/ eqe. 42901 30105 Warburton G.B., 1982. Optimum absorber parameters for various combinations of response and excitation parameters. Earthq Eng Struct Dyn 10(3):381–401 Zhou Q., Singh M.P., Huang X.Y., 2016. Model reduction and optimal parameters of mid-story isolation systems. Eng Struct 124:36–48. https:// doi. org/ 10. 1016/j. engst ruct. 2016. 06. 011
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