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ANALYSIS OF THE DAMAGE STATE OF A MONUMENTAL BUILDING BY CONSIDERING THE VARIATIONS IN SOIL CONDITIONS

This paper investigates whether it is possible to identify the influence of soil conditions on th...e modal parameters of the structure for damage detection and overall structural health monitoring. To do so, the data gathered on a large monumental building damaged by differ-ential settlements are analyzed.

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AE propagation velocity calculation for stiffness estimation in Pier Luigi Nervi’s concrete structures

: In the present paper, the acoustic emission (AE) device is used with an innovative approach, based on the calculation of P-wave propagation velocity (vp), to detect the stiffness characteristics and the diffused damage of in-service old concrete structures. The paper presents the result of a recent testing campaign carried out on the slant pillars composing the vertical bearing structures designed by Pier Luigi Nervi in one of his most iconic buildings: the Hall B of Torino Esposizioni.

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Use of combinatorial optimisation strategies for model updating of monitored buildings

This paper investigates different optimisation methods for the finite element model
calibration ...
of monitored masonry structures affected by earthquakes. The aim is to establish a
reference numerical model in support of the existing monitoring systems installed on the
structures. The Seismic Observatory of the Structures (OSS), is the Italian network for the

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Discussion on data recorded by the Italian structural seismic monitoring network on three masonry structures hit by the 2016-2017 Central Italy earthquake

This paper presents an overview of the research activities developed in the framework of the ReLU...IS project founded by Department of Civil Protection (DPC) in 2017 and 2018 and focused to analyze some experimental accelerations made available by the Osservatorio Sismico delle Strutture (OSS), an Italian network of permanent seismic monitoring systems

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