2018 – EGYPTIAN OBELISK SEISMIC ISOLATOR – MUSEO DEL SANNIO

Customer

ArguziaS.r.l. Museo del Sannio

Date

2018

Benevento, Italy

PROJECT INFO

Design of a base for the permanent museum display of the obelisk from the Temple of Isis, discovered in Benevento. After a year of restoration and a temporary exhibition at the Getty Museum in Los Angeles, the obelisk was returned to the Museo del Sannio.
A new base was required to serve both as a display element and as a seismic isolator.

CLIENT REQUEST

The base was designed in close collaboration with the curators from Arguzia and the Museo del Sannio, with several key objectives:
● A neutral, minimal appearance to maintain visual focus on the historical artifact and match the museum’s contemporary style.
● Complete dynamic decoupling of the obelisk from the floor and the building in the event of an earthquake.
● Horizontal stability and a centered equilibrium position, even under small accidental lateral forces during regular museum use.
● Full compliance with structural requirements for both static and dynamic loads.
● Post-earthquake functionality without the need for maintenance or reset.

SOLUTIONS

To achieve full dynamic decoupling, we used linear ball-bearing guides arranged in two orthogonal directions, creating overlapping carriages free to slide horizontally. This ensures that seismic lateral movements do not exert significant forces at the base of the obelisk, which could otherwise cause tipping.

To prevent undesired sliding during normal conditions (due to air currents or accidental contact), each carriage level was equipped with spring-actuated pistons pressing against inclined edges. These generate centripetal forces that maintain the system in a stable central position—forces that remain negligible during seismic motion.

The entire mechanism is enclosed in a low-profile pyramidal metal casing, designed to be visually unobtrusive and mechanically resistant to movement during seismic events, eliminating the need for post-event maintenance.

The structural adequacy—both static and dynamic—was validated through finite element analysis on a quarter-symmetry model of the full support system.

MATERIALS

● 8mm thick multi-layered steel sheet
● Welded hollow steel tubes
● Ball-bearing linear guides
● Power coated

DIMENSIONS

Length: 2350mm
Width: 2350mm
Height (closed): 380mm

CLIENTS’ WEBSITES

Installation Showcase