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		<title>Napoli et al 2021a - Revision history</title>
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		<updated>2026-04-18T20:22:30Z</updated>
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		<title>Scipediacontent: Scipediacontent moved page Draft Content 428564720 to Napoli et al 2021a</title>
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				<updated>2021-11-30T13:15:36Z</updated>
		
		<summary type="html">&lt;p&gt;Scipediacontent moved page &lt;a href=&quot;/public/Draft_Content_428564720&quot; class=&quot;mw-redirect&quot; title=&quot;Draft Content 428564720&quot;&gt;Draft Content 428564720&lt;/a&gt; to &lt;a href=&quot;/public/Napoli_et_al_2021a&quot; title=&quot;Napoli et al 2021a&quot;&gt;Napoli et al 2021a&lt;/a&gt;&lt;/p&gt;
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				&lt;td colspan='1' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan='1' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;Revision as of 13:15, 30 November 2021&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan='2' style='text-align: center;' lang='en'&gt;&lt;div class=&quot;mw-diff-empty&quot;&gt;(No difference)&lt;/div&gt;
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		<author><name>Scipediacontent</name></author>	</entry>

	<entry>
		<id>https://www.scipedia.com/wd/index.php?title=Napoli_et_al_2021a&amp;diff=232726&amp;oldid=prev</id>
		<title>Scipediacontent: Created page with &quot;== Abstract ==  The technology of the Bourbonic casa Baraccata is one of the earliest earthquake  resisting  systems,  used  since  the  18th  century  across  Southern  Italy...&quot;</title>
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				<updated>2021-11-30T13:15:33Z</updated>
		
		<summary type="html">&lt;p&gt;Created page with &amp;quot;== Abstract ==  The technology of the Bourbonic casa Baraccata is one of the earliest earthquake  resisting  systems,  used  since  the  18th  century  across  Southern  Italy...&amp;quot;&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;== Abstract ==&lt;br /&gt;
&lt;br /&gt;
The technology of the Bourbonic casa Baraccata is one of the earliest earthquake &lt;br /&gt;
resisting  systems,  used  since  the  18th  century  across  Southern  Italy  in  response  to  the &lt;br /&gt;
disastrous earthquakes that hit the region frequently. The church of Santa Maria Maddalena &lt;br /&gt;
in Casamicciola Terme, Ischia Island, Italy, represents one of the very rare examples, with a &lt;br /&gt;
unicity  lying  on  the  combination  of  materials  adopted. It presents  the  regular Bourbonic &lt;br /&gt;
Baraccato walls in the back portion, and tuff-masonry walls embraced in iron frames in the &lt;br /&gt;
main body. The paper aims at presenting the development of a 3D Finite Element Model &lt;br /&gt;
(FEM) calibrated taking advantage of ambient vibration tests performed under operational &lt;br /&gt;
conditions. Sensitivity analyses allowed to inspect and validate several modeling strategies &lt;br /&gt;
and explore the relevance of the data still unknown to define a reliable numerical model to &lt;br /&gt;
perform the study on the seismic behavior of the church of Santa Maria Maddalena.&lt;br /&gt;
&lt;br /&gt;
== Full document ==&lt;br /&gt;
&amp;lt;pdf&amp;gt;Media:Draft_Content_428564720p1134.pdf&amp;lt;/pdf&amp;gt;&lt;br /&gt;
== References ==&lt;br /&gt;
&lt;br /&gt;
[1]  Clementi, F., Gazzani, V., Poiani, M. and Lenci, S. Assessment of seismic behaviour of heritage masonry buildings using numerical modelling. Journal of Building Engineering (2016) 8:29–47.   &lt;br /&gt;
&lt;br /&gt;
[2]  Betti, M. and Vignoli, A. Numerical assessment of the static and seismic behaviour of the basilica of Santa Maria all’Impruneta (Italy). Construction and Building Materials (2011) 25(12):4308–4324.   &lt;br /&gt;
&lt;br /&gt;
[3]  Formisano, A. and Marzo, A. Simplified and refined methods for seismic vulnerability assessment and retrofitting of an Italian cultural heritage masonry building. Computers and Structures (2017) 180:13–26.   &lt;br /&gt;
&lt;br /&gt;
[4]  Mendes, N. and Lourenço, P.B. Seismic assessment of masonry Gaioleiro buildings in Lisbon, Portugal. Journal of Earthquake Engineering (2010) 14(1):80–101.   &lt;br /&gt;
&lt;br /&gt;
[5]  Ciocci, M.P., Sharma, S. and Lourenço, P.B. Engineering simulations of a super-complex cultural heritage building: Ica Cathedral in Peru. Meccanica (2018) 53(7):1931–1958.   &lt;br /&gt;
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[6]  Asteris, P.G., Chronopoulos, M.P., Chrysostomou, C.Z., Varum, H., Plevris, V., Kyriakides, N. and Silva, V. Seismic vulnerability assessment of historical masonry structural systems. Engineering Structures (2014) 62–63:118–134.   &lt;br /&gt;
&lt;br /&gt;
[7]  Galassi, S. and Ruggieri, N. Stability and Stiffness Contribution of the masonry in the Borbone Anti-seismic System. 9th International Masonry Conference 2014 Guimarães (2014) 1–9.   &lt;br /&gt;
&lt;br /&gt;
[8]  Salerno, G., Geremia, F., Pagano, E., Zampilli, M., Ruggieri, N. and Stellacci, S. The Masonry Timber Framed Load Bearing Structure of “Baraccato” System: A Numerical Model. In: H. Cruz et al. (Eds.): Historical Earthquake-Resistant Timber Frames in the Mediterranean Area, Springer Netherlands (2015), pp. 205–2013.  &lt;br /&gt;
&lt;br /&gt;
[9]  Poletti, E., Vasconcelos, G., Lourenço, P.B. and Ciocci, M.P. Numerical Approaches for the Analysis of Timber Frame Walls. In: H. Cruz et al. (Eds.): Historical Earthquake-Resistant Timber Frames in the Mediterranean Area, Springer Netherlands (2015), pp. 183–192.  &lt;br /&gt;
&lt;br /&gt;
[10]  Di Napoli, B. Modelling and safety assessment of the Church of Santa Maria Maddalena, Ischia, Italy. Universidade do Minho (2019).  &lt;br /&gt;
&lt;br /&gt;
[11]  Casapulla, C., Ceroni, F., Rainieri, C., Argiento, L.U., Arcamone, P., Fabbrocino, G. and Carducci, V. Structural assessment of Santa Maria Maddalena church in Ischia (Italy) by experimental modal analysis under operational conditions. In: M. Papadrakakis and M. Fragiadakis (Eds.): Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2019), ECCOMAS Bookseries (2019), pp. 24–26.  &lt;br /&gt;
&lt;br /&gt;
[12]  Di Napoli, B., Ciocci, M.P., Celano, T., Argiento, L.U., Casapulla, C. and Lourenço, P.B. Seismic behaviour of a mixed iron-masonry church: Santa Maria Maddalena, Ischia (Italy). Engineering and Computational Mechanics (2020) (under review)  &lt;br /&gt;
&lt;br /&gt;
[13]  Ruggieri, N. and Tampone, G. Historical Earthquake-Resistant Timber Frames in the Mediterranean Area.  In: N. Ruggieri, R. Zinno and G. Tampone (Eds.): Historical Earthquake-Resistant Timber Frames in the Mediterranean Area. Springer Cham (2015).  &lt;br /&gt;
&lt;br /&gt;
[14]  ARTeMIS Modal v3.5.1.1. Ambient Response Testing and Modal Identification Software. (2018).  &lt;br /&gt;
&lt;br /&gt;
[15]  DIANA FEA BV. DIANA Finite Element Analysis User’s Manual Release 10.3. DIANA FEA BV (2019).   &lt;br /&gt;
&lt;br /&gt;
[16]  Li, Y. and Barbič, J. Stable orthotropic materials. In: V. Koltun and E. Sifakis (Eds.): ACM/Eurographics Symposium on Computer Animation, The Eurographic Association (2014), pp. 41–46.   &lt;br /&gt;
&lt;br /&gt;
[17]  C.S.LL.PP. Circolare 21 gennaio 2019 n. 7 Istruzioni per l’applicazione dell’aggiornamento delle “Norme Tecniche per le Costruzioni” di cui al D.M. 17/01/2018, Consiglio Superiore dei Lavori Pubblici (2018).  &lt;br /&gt;
&lt;br /&gt;
[18]  Bussell, M.N. Appraisal of existing iron and steel structures. Steel Construction Institute, (1997).  &lt;br /&gt;
&lt;br /&gt;
[19]  EC-Standards. EN 338:2003 - Structural timber — Strength classes (updated 2009). Ente Nazionale Italiano di Unificazione UNI (2003).   &lt;br /&gt;
&lt;br /&gt;
[20]  Sousa, H.S., Branco, J.M. and Lourenço, P.B. Characterization of cross sections from old chestnut beams weakened by decay. International Journal of Cultural Heritage (2014) 8(3):436–451.   &lt;br /&gt;
&lt;br /&gt;
[21]  MIT. Decreto Ministeriale 17 gennaio 2018 n. 8 Aggiornamento delle «Norme tecniche per le costruzioni»., Ministero delle Infrastrutture e dei Trasporti (2018).  &lt;br /&gt;
&lt;br /&gt;
[22]  Calderoni, B., Cordasco, E.A., Guerriero, L., Lenza, P. and Manfredi, G. Mechanical Behaviour of Post-Medieval Tuff masonry of the Naples Area. Journal of the Intenational Masonry Society (2009) 21:85–96.  &lt;br /&gt;
&lt;br /&gt;
[23]  Lourenço, P.B. Structural masonry analysis: recent developments and prospects. In: University of Newcastle (Australia) (Ed.): Proceedings of the 14th international brick &amp;amp;amp; block masonry conference, (2008), Issues: 17-20, pp. 1341–1356.   &lt;br /&gt;
&lt;br /&gt;
[24]  Mendes, N. Seismic assessment of ancient masonry buildings : Shaking table tests and numerical analysis. PhD Thesis, Universidade do Minho (2012).&lt;/div&gt;</summary>
		<author><name>Scipediacontent</name></author>	</entry>

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