2009
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CNR IRIS
2017
Journal article
Open Access
Epistemic uncertainties in structural modeling: a blind benchmark for seismic assessment of slender masonry towers
Bartoli G, Betti M, Biagini P, Borghini A, Ciavattone A, Girardi M, Lancioni G, Marra Am, Ortolani B, Pintucchi B, Salvatori LThe paper reports the results of a blind benchmark developed as a part of the preliminary activity of the research project RiSEM (Italian acronym for Seismic Risk on Monumental Buildings). The benchmark was aimed at comparing the results obtained with different analytical models and/or numerical analysis techniques (variational approach, finite elements, macroelements, equivalent frame, etc.) for the assessment of the nonlinear structural behavior of two cantilever masonry elements with different slenderness. The analyzed elements were characterized by a deliberately simple geometry, and the comparison between the numerical results had a twofold purpose. On the one hand, it aimed at estimating the effects of the epistemic uncertainties that are related to the different models and numerical techniques. On the other hand, it aimed at reaching a proper evaluation of the influence of parameters describing the postelastic behavior of the structural typology analyzed within the research project (specifically, the masonry towers). Both these objectives were necessary to further proceed with the development of simplified numerical models needed for the subsequent risk analysis. For both slendernesses, the results have highlighted a significant dispersion of both the displacement capacity and postpeak softening branch of the capacity curves. In addition, after some elaborations it has been observed that the dispersion of the results is proportional to both the shear-force and displacement level.Source: JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, vol. 31 (issue 5)
DOI: 10.1061/(asce)cf.1943-5509.0001049Metrics:
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ascelibrary.org
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| Journal of Performance of Constructed Facilities
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2015
Journal article
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Editorial of - "Special Issue: Civil-Comp"
Tsompanakis Y, Ivanyi P, Beck At, Beer M, Neves Lfc, Girardi M, Jensen Haj, Marti K, Rizzi Nl, Da Silva Jgs, Taflanidis Aa, Topping BhvSource: ADVANCES IN ENGINEERING SOFTWARE (1992), vol. 89, pp. 1-2
DOI: 10.1016/j.advengsoft.2015.08.007Metrics:
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Advances in Engineering Software
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2010
Journal article
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Free flexural vibrations of masonry beam-colums
Girardi M, Lucchesi MThe paper presents an analytical discussion of the free transverse vibrations of masonry beam-columns, focusing on the role of the material's inability to sustain traction in modifying the dynamic behavior of such structures. In particular, for periodical oscillations, an analytical method is presented for obtaining an explicit relation between the fundamental frequency of the beam and the amplitude of displacements.Source: JOURNAL OF MECHANICS OF MATERIALS AND STRUCTURES, vol. 5 (issue 1), pp. 143-159
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2009
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Free flexural vibrations of masonry beam-columns
Girardi M, Lucchesi MThe paper presents an analytical discussion of the free transverse vibrations of masonry beam-columns, focusing on the role of the material's inability to sustain traction in modifying the dynamic behavior of such structures. In particular, for periodical oscillations, an analytical method is presented for obtaining an explicit relation between the fundamental frequency of the beam and the amplitude of displacements.
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2013
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The NOSA-ITACA code for modelling and assessing the structural behaviour of ancient constructions
Girardi M, Padovani C, Pasquinelli GRecent studies have led to the implementation of the finite element code NOSA, in which masonry is described as a nonlinear elastic material with zero tensile strength and bounded compressive strength. The code has been successfully applied to a number of studies on important historic buildings, such as the Medici Arsenal and the church of San Pietro in Vinculis in Pisa, the bell tower of Buti, the church of Santa Maria Maddalena in Morano Calabro and the Rognosa tower in San Gimignano. With the aim of improving the performance of the NOSA code and equipping it with an interactive graphic tool for pre- and post-processing, the project "Tools for the modelling and assessment of the structural behaviour of ancient constructions" has been conducted by the laboratory of Mechanics of Materials and Structures of ISTI-CNR and a research team from the Department of Civil and Environmental Engineering of the University of Florence. The project, funded by the Region of Tuscany (2011-2013), has led to the development of the NOSA-ITACA code, resulting from integration of the NOSA code and the open source graphic platform SALOME. The NOSA-ITACA code has been used to study the church of San Francesco in Lucca, Italy. The church has been studied under two different conditions: in its actual state and in the presence of reinforcement structures. This case study highlights the important role of mathematical models and numerical tools in assessing the mechanical behaviour of historical masonry buildings in the presence of earthquakes, as well as in planning strengthening operations on such structures.
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CNR IRIS
| CNR IRIS
2014
Conference article
Open Access
Nonlinear analyses of the medieval "Ponte del Diavolo", Borgo a Mozzano, Italy
De Falco A, Girardi M, Pellegrini DStructural analyses are particularly difficult to conduct on masonry constructions as a result of the lack of knowledge of the material mechanical properties. However, one well-established peculiar characteristic of masonry is its radically different behavior under tensile and compressive stresses. A suitable constitutive equation has been developed that models masonry as an isotropic elastic non-linear material with zero tensile strength and either infinite or bounded compressive strength. This constitutive equation, which is known as the masonry-like model, has been implemented in the finite element code NOSA-ITACA, which has been successfully applied to the static analysis of several historical masonry buildings as well as the dynamic analysis of masonry pillars, beams and towers. In the work, described in this paper, the Maddalena bridge, known as the "Devil's Bridge" ("Ponte del Diavolo"), on the Serchio river in Borgo a Mozzano, Italy is studied. The paper presents several structural analyses performed using the NOSAITACA code by means of finite element models composed of plane or threedimensional elements. Initially, the structural behavior of the bridge under permanent loads is investigated using non-linear static analysis. Then, a non-linear dynamic analysis is performed using a time-dependent three-dimensional acceleration recorded during the earthquake that occurred in the nearby "Lunigiana" area on the 21 June in 2013. The results are analyzed and the differences between the linear and nonlinear behavior are highlighted.DOI: 10.4203/ccp.106.74Metrics:
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arXiv.org e-Print Archive
| Journal of Performance of Constructed Facilities
| Archivio della Ricerca - Università di Pisa
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| Archivio della Ricerca - Università di Pisa
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| Journal of Performance of Constructed Facilities
| Journal of Performance of Constructed Facilities
| Journal of Performance of Constructed Facilities
| Journal of Performance of Constructed Facilities
| doi.org
| Archivio della Ricerca - Università di Pisa
| Archivio della ricerca- Università di Roma La Sapienza
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2015
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Train-induced vibrations on the Maddalena Bridge in Borgo a Mozzano (Italy)
De Falco A, Galletto A, Girardi M, Pellegrini DThis paper deals with the Maddalena Bridge, also known as the "Devil's Bridge", in Borgo a Mozzano (Italy). This particularly fascinating structure was built in the 11th century as a strategic infrastructure for trade routes. Due to the changing needs and new lifestyles of modern society, its importance as a thoroughfare has been progressively lost over the centuries. The construction of a new railroad line in the early 20th century called for demolition of the bridge's right shoulder in order to build the railway embankment and a new arch for the passage of trains. Nowadays, the vibrations of passing convoys are transmitted to the bridge, and current conservation requirements for this national monument require assessments of the interaction effects with the railway infrastructure. This document reports on a vibration measurements campaign aimed at evaluating the effects of train transit in terms of stresses and accelerations on the bridge structure. To this purpose, many acceleration time-histories have been acquired on the railway and bridge both under ambient vibrations and during the passage of convoys. The analysis of the experimental data has also enabled calibration of a finite element model of the bridge. Furthermore, in order to assess the overall stress field in the structure and its dynamic behaviour, several structural analyses have been performed by modelling masonry as a nonlinear elastic material, with zero tensile strength and infinite compressive strength, according to the masonry-like model. In particular, the accelerations recorded on the railway during the transit of a cargo train have been applied to the finite-element model. Dynamic analysis was then performed and the results compared with those actually recorded on the bridge. All analyses have been performed by means of the NOSA-ITACA code (http://www.nosaitaca.it/en), in which the masonry-like model has been implemented. This study provides information on both the dynamic response of the structure and the effects produced by the passage of trains on the adjacent railway tracks.
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| CNR IRIS
2016
Conference article
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Measurement of the vibration response of the medieval Maddalena Bridge (Italy).
Azzara R M, De Falco A, Girardi M, Pellegrini DNowadays the structural health monitoring of ancient masonry constructions is a key issue. In this context, one very important approach is the use of wholly nondestructive techniques, such as measurement of the environmental vibrations affecting structures. This paper reports on a vibration measurements campaign performed on the medieval Maddalena Bridge in Borgo a Mozzano, near Lucca, also known as "Ponte del Diavolo" (Devil's Bridge), one of the most fascinating old masonry bridges in Italy. The bridge, built in the 11th century, crosses the Serchio River for about one hundred meters with four circular arcades. The monitoring system has been mainly aimed at evaluating the dynamic response of the bridge to vibrations originating in the adjacent railway and two nearby roads. Analysis of the recorded data via Operational Modal Analysis techniques has furnished the natural frequencies and mode shapes of the structure and the corresponding damping ratios.
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CNR IRIS
| CNR IRIS
2017
Journal article
Open Access
Ambient vibration recording on the Maddalena Bridge in Borgo a Mozzano (Italy): data analysis
Azzara R M, De Falco A, Girardi M, Pellegrini DThis paper reports on a vibration measurements campaign performed on the medieval Maddalena Bridge, also known as the "Devil's Bridge", in Borgo a Mozzano (Italy), one of the most fascinating in Italy. This 11th century masonry bridge, supported by four circular arcades, crosses the Serchio River for about one hundred meters. Information on the dynamic response of the structure have been obtained through a wholly nondestructive technique, by measuring the environmental vibrations affecting the structures. A monitoring system has been fitted on the external surface of the bridge in order to evaluate its dynamic response to vibrations originating in the adjacent railway and two nearby roads. The natural frequencies and mode shapes of the structure and the corresponding damping ratios have been obtained by analyzing the recorded data using different techniques of Operational Modal Analysis. Lastly, a finite-element model of the bridge has been calibrated to fit the experimental data.Source: ANNALS OF GEOPHYSICS (ONLINE), vol. 60 (issue 4)
DOI: 10.4401/ag-7159Metrics:
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Annals of Geophysics
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| Annals of Geophysics
| Annals of Geophysics
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2023
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Analisi del collasso di strutture ad arco in muratura: indagini sperimentali su modelli in scala
E. Casassa, (relatori: Barsotti R., Barsi F., Girardi M., Padovani C., Bennati S. )La tesi vuole analizzare il comportamento sperimentale di modelli in scala di arco sottoposti a carichi pseudostatici incrementali. I modelli degli archi sono ottenuti accostando, a secco, i conci ottenuti attraverso una stampante 3D.
L'azione sismica viene simulata come una forza statica d'inerzia, proporzionale alla massa. In questo senso, per applicare un pattern di carichi adeguato è stata prevista la costruzione di una tilting table.
I risultati sperimentali, raccolti sottoforma di moltiplicatori dei carichi orizzontali di collasso , vengono successivamente analizzati criticamente confrontandoli con i risultati teorici (trovati attraverso il teorema cinematico) ed i risultati forniti dal software di calcolo NOSA-ITACA.
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CNR ExploRA
2008
Conference article
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Static analysis of masonry vaults and domes
Girardi M, Padovani C, Pagni A, Pasquinelli GWe propose a method for studying masonry vaults and domes, with the aim of providing a computational tool that can be used to evaluate the safety of masonry structures, as well as to guide the choice of strengthening operationes. We briefly recall the constitutive equation and the numerical methods used for modeling the mechanical behavior of masonry vaults and domes and implemented in the finite element code NOSA. We then describe the study of an existing vault of historical and architectural importance.
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CNR IRIS
| CNR IRIS