Static and Dynamic Behaviour Assessment of the Trajan Arch By Means of New Monitoring Technologies

Abstract

An effective assessment of the static and dynamic structural behavior of historical monuments requires the development and validation of suitable adaptive structural models using high-quality experimental data acquired with an effectively continuous and distributed monitoring. Furthermore, the adaptive strategy allows an efficient evaluation of the health status and of the evolution along the time of a historical monument, providing relevant information to plan appropriate actions for its long-term preservation. The Trajan Arch in Benevento chosen as a case of study to develop and apply this new adaptive strategy in cultural heritage conservation. The paper, after a description of the innovative monitoring system, based on state-of-the-art mechanical sensors, presents and discusses the results of two tests, comparing the measurements with the predictions of an adaptive structural FEM model developed for the dynamical simulation of the Trajan Arch.

Integrated Modeling of Minerva Medica to Identify the Dynamic Effects of Rail-Traffic Vibrations

“…There are several studies in the literature on applications of finite-element models to study dynamic analyses with use of experimental measurements; a large part of the scientific literature concerns slender structures, such as towers and minarets [4][5][6][7][8]. There are also works regarding ancient Roman constructions, such as the Colosseum [3,9,10], the Basilica of Maxentius [2], the Baths of Diocletian [11], the Trajan Arch [12], the Circus Maximum [13], the Frontinus Gate [14], the Verona Arena [15], and the so-called Temple of Minerva Medica [16,17]; the main focus of these studies is dynamic identification, thus processing of site-recorded data to extract the modal features of these constructions.…”