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288 results on '"Fasan, Marco"'

1. Simplified Component-Based Modelling of Seismic Resistant Steel-Concrete Composite Joints and Frames

Author

Fasan, Marco, Bedon, Chiara, 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, Mazzolani, Federico M., editor, Piluso, Vincenzo, editor, Nastri, Elide, editor, and Formisano, Antonio, editor

Published
2024
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2. Assessment of a Macro-Model Component-Based Approach for Steel-Concrete Composite Joints in Seismic Areas

Author

Fasan, Marco, Bedon, Chiara, 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, Mazzolani, Federico M., editor, Piluso, Vincenzo, editor, Nastri, Elide, editor, and Formisano, Antonio, editor

Published
2024
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3. Experimental Derivation of Dynamic Load Factor for Transparent Glass Pedestrian Systems

Author

Bedon, Chiara, Fasan, Marco, Noè, Salvatore, 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, Limongelli, Maria Pina, editor, Giordano, Pier Francesco, editor, Quqa, Said, editor, Gentile, Carmelo, editor, and Cigada, Alfredo, editor

Published
2023
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4. Seismic Assessment of a Cultural Heritage Minaret in Cairo

Author

Hassan, Hany M., Sayed, Mohamed A., Fasan, Marco, Romanelli, Fabio, Amadio, Claudio, Hamed, Ayman, ElGabry, Mohamed, Hamama, Islam, Litvin, Yuri, Series Editor, Jiménez-Franco, Abigail, Series Editor, Chaplina, Tatiana, Series Editor, El-Qady, Gad Mohamed, editor, and Margottini, Claudio, editor

Published
2023
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9. Seismic Behaviour Improvement of Steel-Concrete Composite Frames Based on Steel Spiral-Confined Slabs

Author

Troiano, Nicola, Fasan, Marco, Bedon, Chiara, Amadio, Claudio, 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, Mazzolani, Federico M., editor, Dubina, Dan, editor, and Stratan, Aurel, editor

Published
2022
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17. Assessment of CNC Machine-Induced Vibrations on an Industrial Inter-story Floor

Author

Bedon, Chiara, Bergamo, Enrico, Fasan, Marco, Noé, Salvatore, 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, Rizzo, Piervincenzo, editor, and Milazzo, Alberto, editor

Published
2021
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20. A new design strategy based on a deterministic definition of the seismic input to overcome the limits of design procedures based on probabilistic approaches

Author

Fasan, Marco, Amadio, Claudio, Noè, Salavore, Panza, Giuliano, Magrin, Andrea, Romanelli, Fabio, and Vaccari, Franco

Subjects
Physics - Geophysics
Abstract

In this paper, a new seismic Performance Based Design (PBD) process based on a deterministic definition of the seismic input is presented. The proposed procedure aims to address the following considerations, arisen from the analysis of seismic phenomena, which cannot be taken in account using standard probabilistic seismic input (PSHA): a) any structure at a given location, regardless of its importance, is subject to the same shaking as a result of a given earthquake, b) it is impossible to determine when a future earthquake of a given intensity/magnitude will occur, c) insufficient data are available to develop reliable statistics with regards to earthquakes. On the basis of these considerations, the seismic input at a given site - determined on the basis of the seismic history, the seismogenic zones and the seismogenic nodes - is defined using the Neo Deterministic Seismic Hazard Assessment (NDSHA). Two different analysis are carried out at different levels of detail. The first one (RSA) provides the Maximum Deterministic Seismic Input as a response spectra at the bedrock (MDSIBD), similarly to what is proposed by the codes. The second one (SSA) takes the site effects into account, providing a site specific seismic input (MDSISS). A SSA provides realistic site specific seismograms that could be used to run time history analysis even where no registrations are available. Reviewing the standard PBD procedure, MDSISS is always associated with the worst structural performance acceptable for a building, called Target Performance Level (TPL). In this way, the importance of the structure (risk category) is taken into account by changing the structural performance level to check rather than to change the seismic input., Comment: 11 pages, 12 figures, to be published in the XVI ANIDIS Conference proceedings (13-17 September 2015, L'Aquila, Italy)

Published
2015

39. Non-regularity damage evaluation in reinforced concrete structures via fragility curves

Author

Smiroldo, Giovanni, Fasan, Marco, Bedon, Chiara, Smiroldo, Giovanni, Fasan, Marco, and Bedon, Chiara

Abstract

The present study explores the seismic performance and the expected structural damage in reinforced concrete (RC) frames with progressively increasing in-plan and in-height non-regularity. To this aim, four three-dimensional (3D) buildings characterised by different regularity levels are taken into account. The structures are subjected to seismic input consisting of unscaled real ground motion records, and non-linear dynamic analyses are performed in the Cloud Analysis framework, represented by three different intensity measures (IMs). To evaluate the effect of structural non-regularity, fragility curves are derived based on linear regression models.

Published
2023

44. Vulnerability to traffic loads of typical Italian bridges in relation to the evolution of the code framework.

Author

Bozza, Stefano, Fasan, Marco, and Noè, Salvatore

Subjects
PRESTRESSED concrete, CONCRETE slabs, PRESTRESSED concrete bridges, BRIDGES, GIRDERS
Abstract

Over the last century, the definition of the design traffic loads for Italian road bridges has undergone a continuous evolution, starting from the first code in 1933 up to the current code. The changes in the arrangement and in the intensity of the design loads that have occurred over the years resulted in significant variations, both decreasing and increasing the overall static demand required to the bridges compared to previous codes. As part of a broader study on the structural risk of existing bridges with respect to traffic loads, it is certainly of interest to investigate the influence of the adopted design code on the risk itself. The paper presents some of the results of a study conducted with this purpose, regarding Prestressed Concrete beam‐and slab bridges with simply supported spans, one of the most common typology among bridges with medium‐small span. The comparison between historical codes and current one is carried out in terms of internal forces of the most stressed girder, taking into account the transverse distribution of loads. The study can provide useful elements for the definition of a fast procedure for the preliminary assessment of typical existing Italian bridges based on the geometric characteristics of the decks and their design age. [ABSTRACT FROM AUTHOR]

Published
2023
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49. The Case of Enel

Author

Mio, Chiara, Fasan, Marco, Busco, Cristiano, editor, Frigo, Mark L., editor, Riccaboni, Angelo, editor, and Quattrone, Paolo, editor

Published
2013
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