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95 results on '"Limongelli M"'

1. Output-Only Modal Analysis and System Identification for Indirect Bridge Health Monitoring: Needs, Requirements, and Limitations

Author

Massarelli, E., Raimondi, M., Mara, S., Civera, Marco, Aimar, M., Giordano, P. F., Coletta, D., Chiola, D., Carambia, B., Limongelli, M. P., Chiaia, Bernardino, di Prisco, Marco, Series Editor, Chen, Sheng-Hong, Series Editor, Vayas, Ioannis, Series Editor, Kumar Shukla, Sanjay, Series Editor, Sharma, Anuj, Series Editor, Kumar, Nagesh, Series Editor, Wang, Chien Ming, Series Editor, Cui, Zhen-Dong, Series Editor, Rainieri, Carlo, editor, Gentile, Carmelo, editor, and Aenlle López, Manuel, editor

Published
2024
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2. The MoRe Guidelines for Monitoring of Transport Infrastructures

Author

Limongelli, M. P., Gentile, C., Biondini, F., di Prisco, M., Ballio, F., Belloli, M., Resta, F., Vigo, P., Colombo, A., di Prisco, Marco, Series Editor, Chen, Sheng-Hong, Series Editor, Vayas, Ioannis, Series Editor, Kumar Shukla, Sanjay, Series Editor, Sharma, Anuj, Series Editor, Kumar, Nagesh, Series Editor, Wang, Chien Ming, Series Editor, Pellegrino, Carlo, editor, Faleschini, Flora, editor, Zanini, Mariano Angelo, editor, Matos, José C., editor, Casas, Joan R., editor, and Strauss, Alfred, editor

Published
2022
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21. The Indicator Readiness Level for the classification of Research Performance Indicators for road bridges

Author

Limongelli, M. P., Andre Orcesi, Vidovic, A., Politecnico di Milano [Milan] (POLIMI), Expérimentation et modélisation pour le génie civil et urbain (IFSTTAR/MAST/EMGCU), Institut Français des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR)-Communauté Université Paris-Est, Universität für Bodenkultur Wien [Vienne, Autriche] (BOKU), and RP2-C16074 ACTION COST TU1406 (16/04/2015 - 15/04/2019)

Subjects
EUROPE, NIVEAU DE SERVICE, GESTION DES ROUTES, PERFORMANCE, [SPI.GCIV]Engineering Sciences [physics]/Civil Engineering, INDICATEUR, INDICATOR READINESS LEVEL, ROUTE, MANAGEMENT, PONT, ADMINISTRATION (GESTION), CONTROLE, GESTION DES PONTS, ENTRETIEN
Abstract

IALCCE 2018, 6th International Symposium on Life-Cycle Civil Engineering, , Ghent, BELGIQUE, 28-/10/2018 - 31/10/2018; National road owners are required to monitor the condition and performance of infrastructure elements through an effective inspection and assessment regime as part of an overall asset management strategy. Performance Indicators are parameters used to characterize the present and future structural conditions accounting for the goals specified by the codes, the owners or the operators. In Europe there is a large disparity regarding the way these parameters are quantified and the goals specified. In this context, COST action TU 1406 aims at providing quality specifications for roadway bridges standardized at a European level. In particular, one goal is to investigate the practical implementation of innovative condition assessment. In particular, this COST action collected the input from 36 countries in Europe, based on research-based perfor-mance indicators related to bridge maintenance, assessment and management. This paper introduces an Indicator Readiness Level (IRL) framework to rank the maturity level of those performance indicators at the research stage. In this paper the first results of the application of the IRL to the performance indicators col-lected in the context of the COST Action are reported.

Published
2018

25. Vibration-based damage severity estimation basing on a non-model damage feature

Author

Limongelli, M. P., Marco Domaneschi, and Martinelli, L.

Subjects
Vibration-based damage, Multiple damages, Simulated response, Structural elements, Damage features, Damage parameter, Direct analysis, Multiple damages, Seismic excitations, Simulated response, Structural elements, Vibration-based damage, Seismic excitations, Damage features, Damage parameter, Direct analysis
Published
2017

27. Experimental damage identification in a post tensioned concrete beam

Author

Limongelli, M. P., Siegert, D., Merliot, E., Julien Waeytens, Bourquin, F., Vidal, R., Corvec, V. L., Gueguen, I., and Cottineau, L. M.

Subjects
Risk, Safety, Risk, Reliability and Quality, Civil and Structural Engineering, Reliability and Quality, Safety
Published
2016

35. Damage identification in a benchmark cable-stayed bridge using the interpolation method

Author

Marco Domaneschi, Limongelli, M. P., Martinelli, L., Jaigu, Anne, and Le Cam, Vincent and Mevel, Laurent and Schoefs, Franck

Subjects
Structural simulation, damage localization, noise, Civil engineering SHM applications, Damage detection and localization, [STAT.TH] Statistics [stat]/Statistics Theory [stat.TH], interpolation method, cable-stayed bridge, [PHYS.MECA] Physics [physics]/Mechanics [physics], [SPI.MECA] Engineering Sciences [physics]/Mechanics [physics.med-ph], [MATH.MATH-ST] Mathematics [math]/Statistics [math.ST]
Abstract

In this paper the damage localization algorithm based on Operational Deformed Shapes (ODS) and known as Interpolation Damage Detection Method (IDDM), is applied to the numerical model of a cable stayed bridge. Frequency response functions (FRFs) have been calculated basing on the responses of the bridge to low intensity seismic excitation and used to recover the ODS both in the transversal and in the vertical direction. The analysis have been carried in the undamaged configuration and repeated in several different damaged configurations Results show that the method is able to provide the correct location of damage, provided the an accurate estimation of the ODSs is available.

Published
2014

36. The Interpolation Evolution Method for damage localization in structures under seismic excitation.

Author

Iacovino, C., Ditommaso, R., Ponzo, F. C., and Limongelli, M. P.

Subjects
INTERPOLATION algorithms, SEISMIC response, EARTHQUAKE aftershocks, INTERPOLATION, MATERIAL plasticity
Abstract

Summary: In the aftermath of an earthquake, data acquired by a monitoring system can be used to identify possible damage that occurred in the structure by using algorithms to estimate proper damage features. In this paper, a new method is proposed for damage localization in beam‐like structures under seismic excitation. The proposed algorithm, named the Interpolation Evolution Method (IEM), is based on the combination of two existing methods: the Interpolation Method and the Curvature Evolution Method. Only responses recorded in story accelerations are required to estimate the damage feature with the combined IEM approach. This method does not require a priori knowledge of a “signature” of the structure because it exploits responses recorded during a single strong motion event. Herein, the IEM is applied to case studies of 2 reinforced concrete frames excited by several different ground motions, simulated using nonlinear finite element models and recorded during experimental tests carried out on a shaking table at the University of California, San Diego (USA) and at the University of Basilicata (Italy). [ABSTRACT FROM AUTHOR]

Published
2018
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44. Premessa

Author

Albonico, S. (ed.), Limongelli, M. (ed.), Pagliari, B. (ed.), Albonico, S., Albonico, S. (ed.), Limongelli, M. (ed.), Pagliari, B. (ed.), and Albonico, S.

Published
2014

50. HLA related genetic risk for coeliac disease

Author

Bourgey, M., primary, Calcagno, G., additional, Tinto, N., additional, Gennarelli, D., additional, Margaritte-Jeannin, P., additional, Greco, L., additional, Limongelli, M. G., additional, Esposito, O., additional, Marano, C., additional, Troncone, R., additional, Spampanato, A., additional, Clerget-Darpoux, F., additional, and Sacchetti, L., additional

Published
2007
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