This study introduces innovative vertical isolation systems, the so-called Negative-Stiffness Based Vertical ISolators (NVISs). The NVISs integrate post-tensioned cables and mechanical amplifying mechanisms to overcome buckling limitations of traditional compression-based negative stiffness isolators, offering a lightweight, tunable solution with extended negative stiffness regions. NVISs retrofitting capabilities, which do not require column cuts, facilitate practical seismic upgrades, addressing critical gaps in vertical isolation of large-scale structures. Unlike prior studies focused on small-scale applications, this work emphasises realistic applications on heavy structures. Along these lines, analytical models and dynamic analyses including friction were developed and carried out to characterise their behaviour. Small-scale experimental validation was conducted using additive manufacturing and a shake table to simulate dynamic loading conditions. Then, two realistic case studies were considered: (i) the integration of NVIS devices into the columns of a Small Modular Reactor (SMR) building; and (ii) the use of a combined horizontal–vertical isolation system composed of NVIS with horizontal rolling isolators for the protection of a spherical propylene tank in a petrochemical facility, evaluated by means of nonlinear Coupled Eulerian–Lagrangian (CEL) time-history analyses. Relevant results demonstrate more than 60% vertical seismic force reduction across diverse applications, highlighting the system’s adaptability for both new and existing industrial, nuclear, and critical infrastructures.

Vertical seismic isolation systems for new and existing structures in process and nuclear power plants / Guner, T.; Bursi, O. S.. - In: ENGINEERING STRUCTURES. - ISSN 0141-0296. - ELETTRONICO. - 359:(2026), pp. 12267701-12267717. [10.1016/j.engstruct.2026.122677]

Vertical seismic isolation systems for new and existing structures in process and nuclear power plants

Bursi, O. S.
2026-01-01

Abstract

This study introduces innovative vertical isolation systems, the so-called Negative-Stiffness Based Vertical ISolators (NVISs). The NVISs integrate post-tensioned cables and mechanical amplifying mechanisms to overcome buckling limitations of traditional compression-based negative stiffness isolators, offering a lightweight, tunable solution with extended negative stiffness regions. NVISs retrofitting capabilities, which do not require column cuts, facilitate practical seismic upgrades, addressing critical gaps in vertical isolation of large-scale structures. Unlike prior studies focused on small-scale applications, this work emphasises realistic applications on heavy structures. Along these lines, analytical models and dynamic analyses including friction were developed and carried out to characterise their behaviour. Small-scale experimental validation was conducted using additive manufacturing and a shake table to simulate dynamic loading conditions. Then, two realistic case studies were considered: (i) the integration of NVIS devices into the columns of a Small Modular Reactor (SMR) building; and (ii) the use of a combined horizontal–vertical isolation system composed of NVIS with horizontal rolling isolators for the protection of a spherical propylene tank in a petrochemical facility, evaluated by means of nonlinear Coupled Eulerian–Lagrangian (CEL) time-history analyses. Relevant results demonstrate more than 60% vertical seismic force reduction across diverse applications, highlighting the system’s adaptability for both new and existing industrial, nuclear, and critical infrastructures.
2026
Settore ICAR/09 - Tecnica delle Costruzioni
Settore CEAR-07/A - Tecnica delle costruzioni
Guner, T.; Bursi, O. S.
Vertical seismic isolation systems for new and existing structures in process and nuclear power plants / Guner, T.; Bursi, O. S.. - In: ENGINEERING STRUCTURES. - ISSN 0141-0296. - ELETTRONICO. - 359:(2026), pp. 12267701-12267717. [10.1016/j.engstruct.2026.122677]
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11572/485371
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