The Inter-story Isolation System (IIS) is a technique that employs a seismic isolation layer between building stories, dividing the structure into dynamically independent parts. Its main application concerns high-rise buildings but is also gaining popularity as an effective seismic retrofit technique. Indeed, by adding one or more isolated stories on top of the existing structure, it is possible to reduce the seismic forces at the base of the building, enabling the superstructure to behave as a Tuned Mass Damper (TMD). Among the main issues with this technique is the need to control the drift in the isolation system and the accelerations in the superstructure. In fact, excessive drift in the isolation layer can generate significant P-∆ effects in the substructure or, in some cases, cause hammering phenomena with adjacent buildings. Moreover, if the isolation system is designed as a TMD, the accelerations in the superstructure may be significantly higher compared to those of a classical base-isolated building. This can represent a problem in the presence of sensitive facilities. For these reasons, it is useful to address the problem with a multi-objective approach. This paper first presents a multi-objective optimization of the IIS parameters. Then, a design model based on the optimization results is calibrated. Finally, the study assesses the effectiveness of the IIS technique for retrofit in a simple case study structure. The results validate both the reliability of the proposed design model and the effectiveness of the technique.

A multi-objective design model for inter-story isolation systems in seismic retrofitting of existing buildings

Dona' Marco;
2026

Abstract

The Inter-story Isolation System (IIS) is a technique that employs a seismic isolation layer between building stories, dividing the structure into dynamically independent parts. Its main application concerns high-rise buildings but is also gaining popularity as an effective seismic retrofit technique. Indeed, by adding one or more isolated stories on top of the existing structure, it is possible to reduce the seismic forces at the base of the building, enabling the superstructure to behave as a Tuned Mass Damper (TMD). Among the main issues with this technique is the need to control the drift in the isolation system and the accelerations in the superstructure. In fact, excessive drift in the isolation layer can generate significant P-∆ effects in the substructure or, in some cases, cause hammering phenomena with adjacent buildings. Moreover, if the isolation system is designed as a TMD, the accelerations in the superstructure may be significantly higher compared to those of a classical base-isolated building. This can represent a problem in the presence of sensitive facilities. For these reasons, it is useful to address the problem with a multi-objective approach. This paper first presents a multi-objective optimization of the IIS parameters. Then, a design model based on the optimization results is calibrated. Finally, the study assesses the effectiveness of the IIS technique for retrofit in a simple case study structure. The results validate both the reliability of the proposed design model and the effectiveness of the technique.
2026
Procedia Structural Integrity
20th ANIDIS Conference, 2025
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11577/3614860
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