Search Results - "Ditommaso, R"

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  1. 1

    The Interpolation Evolution Method for damage localization in structures under seismic excitation by Iacovino, C., Ditommaso, R., Ponzo, F.C., Limongelli, M.P.

    “…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…”
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    Journal Article
  2. 2

    Evaluation and considerations about fundamental periods of damaged reinforced concrete buildings by Ditommaso, R, Vona, M, Gallipoli, M. R, Mucciarelli, M

    Published in Natural hazards and earth system sciences (31-07-2013)
    “…The aim of this paper is an empirical estimation of the fundamental period of reinforced concrete buildings and its variation due to structural and…”
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    Journal Article
  3. 3

    Dynamic Survey of the Musmeci Bridge by Joint Application of Ground-Based Microwave Radar Interferometry and Ambient Noise Standard Spectral Ratio Techniques by Stabile, T. A., Perrone, A., Gallipoli, M. R., Ditommaso, R., Ponzo, F. C.

    Published in IEEE geoscience and remote sensing letters (01-07-2013)
    “…This letter aims at analyzing the potentialities of the ground-based microwave radar interferometry technique for the dynamic characterization of civil…”
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    Journal Article
  4. 4

    A fast method for structural health monitoring of Italian reinforced concrete strategic buildings by Ponzo, F. C., Ditommaso, R., Auletta, G., Mossucca, A.

    Published in Bulletin of earthquake engineering (01-12-2010)
    “…The growing number of demand for a widespread of health monitoring for strategic buildings in seismic areas has emphasized the need to realize in-depth…”
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    Journal Article
  5. 5

    Far field damage on RC buildings: the case study of Navelli during the L’Aquila (Italy) seismic sequence, 2009 by Mucciarelli, M., Bianca, M., Ditommaso, R., Gallipoli, M. R., Masi, A., Milkereit, C., Parolai, S., Picozzi, M., Vona, M.

    Published in Bulletin of earthquake engineering (01-02-2011)
    “…After the recent Central Italy Earthquake of the 6th April 2009 (Mw = 6.3), the Italian and German engineer and geophysicist Task Force carried out a wide…”
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    Journal Article
  6. 6

    Monitoring the response and the back-radiated energy of a building subjected to ambient vibration and impulsive action: the Falkenhof Tower (Potsdam, Germany) by Ditommaso, R., Parolai, S., Mucciarelli, M., Eggert, S., Sobiesiak, M., Zschau, J.

    Published in Bulletin of earthquake engineering (01-06-2010)
    “…The response of the soil-structure system near the Falkenhof Tower, Potsdam, Germany, has been monitored during the controlled explosion of a bomb dating to…”
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    Journal Article
  7. 7

    Peak and integral seismic parameters of L’Aquila 2009 ground motions: observed versus code provision values by Masi, A., Chiauzzi, L., Braga, F., Mucciarelli, M., Vona, M., Ditommaso, R.

    Published in Bulletin of earthquake engineering (01-02-2011)
    “…The M w 6.3 L’Aquila earthquake of April 6, 2009 hit a wide area of the Abruzzo region (Central Italy). The epicentre of the main shock was very close to the…”
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    Journal Article
  8. 8

    Blood Pressure Variability and Cardiovascular Risk in Treated Hypertensive Patients by Pierdomenico, Sante D., Lapenna, Domenico, Di Tommaso, Roberta, Di Carlo, Silvio, Esposito, Anna L., Di Mascio, Rocco, Ballone, Enzo, Cuccurullo, Franco, Mezzetti, Andrea

    Published in American journal of hypertension (01-10-2006)
    “…The independent prognostic value of blood pressure (BP) variability in treated hypertension is not yet clear. We investigated the relationship between BP…”
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    Journal Article
  9. 9

    Effect of a single vibrating building on free-field ground motion: numerical and experimental evidences by Ditommaso, R., Mucciarelli, M., Gallipoli, M. R., Ponzo, F. C.

    Published in Bulletin of earthquake engineering (01-06-2010)
    “…The influence of vibrating buildings on the free-field ground motion could affect the earthquake recordings collected inside or nearby the buildings. Some…”
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    Journal Article
  10. 10

    Frequency variation in site response as observed from strong motion data of the L’Aquila (2009) seismic sequence by Puglia, R., Ditommaso, R., Pacor, F., Mucciarelli, M., Luzi, L., Bianca, M.

    Published in Bulletin of earthquake engineering (01-06-2011)
    “…Previous works based mainly on strong-motion recordings of large Japanese earthquakes showed that site amplification and soil fundamental frequency could vary…”
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    Journal Article
  11. 11

    Prognostic Relevance of Metabolic Syndrome in Hypertensive Patients at Low-to-Medium Risk by Pierdomenico, Sante D., Lapenna, Domenico, Di Tommaso, Roberta, Di Carlo, Silvio, Caldarella, Maria P., Neri, Matteo, Mezzetti, Andrea, Cuccurullo, Franco

    Published in American journal of hypertension (01-12-2007)
    “…The prognostic impact of metabolic syndrome (MetS) in the hypertensive population at low-medium risk is unknown. In this study, we evaluated the prognostic…”
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    Journal Article
  12. 12

    Wireless technologies for the monitoring of strategic civil infrastructures: an ambient vibration test on the Fatih Sultan Mehmet Suspension Bridge in Istanbul, Turkey by Picozzi, M., Milkereit, C., Zulfikar, C., Fleming, K., Ditommaso, R., Erdik, M., Zschau, J., Fischer, J., Şafak, E., Özel, O., Apaydin, N.

    Published in Bulletin of earthquake engineering (01-06-2010)
    “…Rapid improvements in telemetry technology and the general decrease in communication costs have raised a growing interest in low-cost wireless sensing units…”
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    Journal Article
  13. 13
  14. 14

    Comparing Visual Odometry Systems in Actively Deforming Simulated Colon Environments by Fulton, Mitchell J., Micah Prendergast, J., DiTommaso, Emily R., Rentschler, Mark E.

    “…This paper presents a new open-source dataset with ground truth position in a simulated colon environment to promote development of real-time feedback systems…”
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    Conference Proceeding
  15. 15

    Automatic evaluation of the fundamental frequency variations and related damping factor of reinforced concrete framed structures using the Short Time Impulse Response Function (STIRF) by Ditommaso, R., Ponzo, F.C.

    Published in Engineering structures (01-01-2015)
    “…•STIRF to analyze the time-varying behavior of a framed structure under seismic strong motion.•Automation of fundamental frequency evaluation during a strong…”
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    Journal Article
  16. 16

    Prediction of the fundamental period of infilled RC framed structures considering the maximum inter-story drift at different design limit states by Ditommaso, R., Lamarucciola, N., Ponzo, F.C.

    Published in Structures (Oxford) (01-05-2024)
    “…The fundamental period of vibration is a key parameter for the spectral approach to seismic design of structures, as it significantly affects the evaluation of…”
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    Journal Article
  17. 17

    Damage detection on framed structures: modal curvature evaluation using Stockwell Transform under seismic excitation by Ditommaso, Rocco, Ponzo, F. C., Auletta, G.

    “…The key parameters for damage detection and localization are eigenfrequencies, related equivalent viscous damping factors and mode shapes. The classical…”
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    Journal Article
  18. 18

    Cardiovascular Outcome in Treated Hypertensive Patients with Responder, Masked, False Resistant, and True Resistant Hypertension by Pierdomenico, Sante D., Lapenna, Domenico, Bucci, Anna, Di Tommaso, Roberta, Di Mascio, Rocco, Manente, Bianca M., Caldarella, Maria P., Neri, Matteo, Cuccurullo, Franco, Mezzetti, Andrea

    Published in American journal of hypertension (01-11-2005)
    “…The aim of this study was to evaluate the cardiovascular outcome in apparently responder hypertensive patients with responder and masked hypertension, and in…”
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    Journal Article
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