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		<title>Sala et al 2021a - Revision history</title>
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		<updated>2026-04-21T20:58:58Z</updated>
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		<title>Scipediacontent: Scipediacontent moved page Draft Content 906289372 to Sala et al 2021a</title>
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				<updated>2021-11-30T13:32:29Z</updated>
		
		<summary type="html">&lt;p&gt;Scipediacontent moved page &lt;a href=&quot;/public/Draft_Content_906289372&quot; class=&quot;mw-redirect&quot; title=&quot;Draft Content 906289372&quot;&gt;Draft Content 906289372&lt;/a&gt; to &lt;a href=&quot;/public/Sala_et_al_2021a&quot; title=&quot;Sala et al 2021a&quot;&gt;Sala 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 13:32, 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=Sala_et_al_2021a&amp;diff=233166&amp;oldid=prev</id>
		<title>Scipediacontent: Created page with &quot;== Abstract ==  The  current  Italian  Building  Code  provides  tables  with  standard  values  of  the mechanical  characteristics  of  existing  masonry.  These  tables  re...&quot;</title>
		<link rel="alternate" type="text/html" href="https://www.scipedia.com/wd/index.php?title=Sala_et_al_2021a&amp;diff=233166&amp;oldid=prev"/>
				<updated>2021-11-30T13:32:25Z</updated>
		
		<summary type="html">&lt;p&gt;Created page with &amp;quot;== Abstract ==  The  current  Italian  Building  Code  provides  tables  with  standard  values  of  the mechanical  characteristics  of  existing  masonry.  These  tables  re...&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  current  Italian  Building  Code  provides  tables  with  standard  values  of  the mechanical  characteristics  of  existing  masonry.  These  tables  refer  to  specific  typologies,  as  described, according to masonry texture. As experience suggests, the way in which the masonry is built up could really affect its structural behaviour, both in terms of mechanical properties and  failure mechanisms.  Furthermore,  the  code  entrusts  each  Region  to  improve  and  better  define these mechanical characteristics, specifically in areas where they could be regarded as homogeneous, in order to improve definitions of the quality, the behaviour and the mechanical properties with a higher degree of precision and knowledge. &lt;br /&gt;
Valtellina, located in the north of the Lombardy region and in the middle of the Alps, can be regarded as a homogeneous area because of its specific masonry, built up with hard rock stones and weak lime mortar. The available in–situ experimental data about this masonry typology, achieved through MDTs and NDTs, was collected, implemented and improved with additional tests to identify the relevant mechanical properties. This was aimed to classify and structurally identify this specific regional masonry typology, never analysed before.&lt;br /&gt;
&lt;br /&gt;
== Full document ==&lt;br /&gt;
&amp;lt;pdf&amp;gt;Media:Draft_Content_906289372p639.pdf&amp;lt;/pdf&amp;gt;&lt;br /&gt;
== References ==&lt;br /&gt;
&lt;br /&gt;
[1] Ministero Infrastrutture e Trasporti. (2019). Istruzioni per l’applicazione dell’«Aggiornamento  delle  &amp;quot;Norme  tecniche  per  le  costruzioni&amp;quot;»    (Guidelines  for  the Application of Italian Building Code for Constructions)  &lt;br /&gt;
&lt;br /&gt;
[2] Bätzing Werner (2003). Die Alpen – Geschichte und Zukunft einer europäischen Kulturlandschaft. Verlag C.H. Beck, München 2003  &lt;br /&gt;
&lt;br /&gt;
[3] Mannoni, T. (1997). Il problema complesso delle murature storiche in pietra, in Archeologia dell’architettura, numero II, Firenze: All’insegna del giglio.  &lt;br /&gt;
&lt;br /&gt;
[4] Foppoli, D. (2019). Le Costruzioni in Pietra a Secco nel Paesaggio Culturale Valtellinese.  Tirano, Notiziario Istituto Archeologico Valtellinese n. 17, Sondrio 2019.  &lt;br /&gt;
&lt;br /&gt;
[5] Bretto, G. (2018). L'esperienza Ossolana ed il contesto internazionale. Tecnologia e lessico  della pietra a secco. In Paesaggi Terrazzati: Scelte per il Futuro (pp. 317-326). Regione del Veneto.  &lt;br /&gt;
&lt;br /&gt;
[6] Armanasco A., Foppoli, D. (2016). Diagnostic tests vs structural models: the utility of the  comparision. Proceedings of 11th International Conference on non-destructive investigation for the diagnostic and conservation of cultural heritage (Art’14) Madrid  &lt;br /&gt;
&lt;br /&gt;
[7] Ministero Infrastrutture e Trasporti. (2011). Linee Guida per la valutazione e riduzione del rischio sismico del patrimonio culturale con riferimento alle norme tecniche (Guidelines for the Evaluation and Reduction of seismic Hazard for Cultural Heritage Buildings)  &lt;br /&gt;
&lt;br /&gt;
[8] Armanasco A., Foppoli D. (2014), Diagnostic tests vs structural models: the utility of the  comparison, Proceedings of 11th International conference on non-destructive investigations and microanalysis for the diagnostics and conservation of cultural and environmental heritage (Art’14). Madrid   &lt;br /&gt;
&lt;br /&gt;
[9]  Avila  L.,  Vasconcelos  G.,  Lourenço  P.  B.  (2018),  Experimental  seismic  performance  assessment of asymmetric masonry buildings, Engineering Structures, Volume 155, pp. 298-314  &lt;br /&gt;
&lt;br /&gt;
[10] Binda L., Cantini L., Cardani G., Saisi A., Tiraboschi C. (2007) Use of Flat-Jack and sonic  tests  for  the  qualification  of  historic  masonry.  In:  10th  North  American  masonry conference. St. Luis, Missouri, USA  &lt;br /&gt;
&lt;br /&gt;
[11] Podestà s., Scandolo L., Brignola A. (2013). Prove soniche per la caratterizzazione della  monoliticità trasversale di pannelli murari. ReLUIS-DPC 2010 2013. ReLUIS  &lt;br /&gt;
&lt;br /&gt;
[12]  Jurina,  L.  (2007).  La  caratterizzazione  meccanica  delle  murature  parte  prima:  prove   penetrometriche. Politecnico di Milano – Dipartimento di Ingegneria Strutturale.&lt;/div&gt;</summary>
		<author><name>Scipediacontent</name></author>	</entry>

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