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		<title>Scipediacontent: Scipediacontent moved page Draft Content 651988227 to Alshawa et al 2021a</title>
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				<updated>2021-11-30T13:30:27Z</updated>
		
		<summary type="html">&lt;p&gt;Scipediacontent moved page &lt;a href=&quot;/public/Draft_Content_651988227&quot; class=&quot;mw-redirect&quot; title=&quot;Draft Content 651988227&quot;&gt;Draft Content 651988227&lt;/a&gt; to &lt;a href=&quot;/public/Alshawa_et_al_2021a&quot; title=&quot;Alshawa et al 2021a&quot;&gt;Alshawa et al 2021a&lt;/a&gt;&lt;/p&gt;
&lt;table class=&quot;diff diff-contentalign-left&quot; data-mw=&quot;interface&quot;&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 13:30, 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>http://www.colloquiam.com/wd/index.php?title=Alshawa_et_al_2021a&amp;diff=233114&amp;oldid=prev</id>
		<title>Scipediacontent: Created page with &quot;== Abstract ==  The 2016-2017 Central Italy seismic sequence severely affected existing unreinforced-masonry  constructions  in  four regions.  Those  in  Latium  region  prov...&quot;</title>
		<link rel="alternate" type="text/html" href="http://www.colloquiam.com/wd/index.php?title=Alshawa_et_al_2021a&amp;diff=233114&amp;oldid=prev"/>
				<updated>2021-11-30T13:30:24Z</updated>
		
		<summary type="html">&lt;p&gt;Created page with &amp;quot;== Abstract ==  The 2016-2017 Central Italy seismic sequence severely affected existing unreinforced-masonry  constructions  in  four regions.  Those  in  Latium  region  prov...&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 2016-2017 Central Italy seismic sequence severely affected existing unreinforced-masonry  constructions  in  four regions.  Those  in  Latium  region  proved the  most prone to fragmentation because of an unfortunate combination of undressed natural stone units and very low lime content in mortar. Within the framework of a research project funded  by  the  regional  government,  shake  table  tests  are  planned  to  investigate  masonry disintegration as well as possible intervention techniques, as described in a companion paper. All  specimens  will  have  natural  stone  units  retrieved  from  the  debris  in  Collespada,  a settlement of the municipality of Accumoli, one of the most affected by the seismic sequence. To push further the  representativeness  of  the  specimens  with  respect  to  field conditions, wall geometry, masonry fabric  and  mortar  recipe  are  carefully  designed.  The  wall  thickness  will  be  approximately equal to  0.5  m,  close  to  average  thickness  surveyed  in  the area.  Following  the  survey  of several vertical  sections  of  actual  masonry  walls,  the  specimens  will  present  unconnected external leaves  with  a  limited  nucleus.  Based  on  tests  on  mortar sampled  from  collapsed buildings,  mortars  will  be  prepared  by  a   part  of  natural  lime  every nine  parts  of  sand. Shear  tests  on  sampled  mortar  delivered  apparent  cohesion  and  friction coefficient  that  are used  as  preliminary  values of a finite-discrete element model, which can account for masonry fragmentation in  dynamic  non-linear  analyses.  The  numerical  model  was  tested under the envisioned sequence of records, belonging to the Amatrice station and related to the East component, approximately fault normal, of the two main seismic events, 24 August and 30 October, 2016.&lt;br /&gt;
&lt;br /&gt;
== Full document ==&lt;br /&gt;
&amp;lt;pdf&amp;gt;Media:Draft_Content_651988227p780.pdf&amp;lt;/pdf&amp;gt;&lt;br /&gt;
== References ==&lt;br /&gt;
&lt;br /&gt;
[1] Azzaro,  R.,  Tertulliani,  A.,  Bernardini,  F.,  Camassi,  R.,  Del  Mese,  S.,  Ercolani,  E.,  Graziani,  L.,  Locati,  M.,  Maramai,  A.,  Pessina,  V.,  Rossi,  A.,  Rovida,  A.,  Albini,  P.,  Arcoraci,  L.,  Berardi,  M.,  Bignami,  C.,  Brizuela,  B.,  Castellano,  C.,  Castelli,  V.,  D’Amico, S., D’Amico, V., Fodarella, A., Leschiutta, I., Piscini, A., Sbarra, M., The 24 august  2016  Amatrice  earthquake:  Macroseismic  survey  in  the  damage  area  and EMS intensity assessment. Ann Geophys (2016), 59, 1–10.  &lt;br /&gt;
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[2] Tertulliani, A., Azzaro, R., QUEST  - Rilievo Macrosismico per i Terremoti Nell’Italia  Centrale. Aggiornamento Dopo Le Scosse Del 26 e 30 Ottobre 2016. Roma (2016).  &lt;br /&gt;
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[3] Fiorentino,  G.,  Forte,  A.,  Pagano,  E.,  Sabetta,  F.,  Baggio,  C.,  Lavorato,  D.,  Nuti,  C., Santini,  S.,  Damage  patterns  in  the  town  of  Amatrice  after  August  24th  2016  Central Italy earthquakes. Bull Earthq Eng (2018), 16, 1399–1423.  &lt;br /&gt;
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[4] Sisti, R., Di Ludovico, M., Borri, A., Prota, A., Damage assessment and the effectiveness  of prevention: the response of ordinary unreinforced masonry buildings in Norcia during  the Central Italy 2016–2017 seismic sequence. Bull Earthq Eng (2019), 17, 5609–5629.  &lt;br /&gt;
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[5] Penna, A., Morandi, P., Rota, M., Manzini, C. F., da Porto, F., Magenes, G., Performance  of masonry buildings during the Emilia 2012 earthquake.  Bull Earthq Eng (2014), 12,  2255–2273.  &lt;br /&gt;
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[7] De  Felice,  G.,  Out-of-plane  seismic  capacity  of  masonry  depending  on  wall  section morphology. Int J Archit Herit (2011), 5, 466–482.  &lt;br /&gt;
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[9] Lourenço,  P.  B.,  Mendes,  N.,  Ramos,  L.  F.,  Oliveira,  D.  V.,  Analysis  of  masonry  structures without box behavior. Int J Archit Herit (2011), 5, 369–382.  &lt;br /&gt;
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[10] Giuffrè,  A.,  A  Mechanical  Model  for  Statics  and  Dynamics  of  Historical  Masonry  Buildings. Springer, Wien (1996).  &lt;br /&gt;
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[11] de Felice, G., De Santis, S., Lourenço, P. B., Mendes, N., Methods and Challenges for  the Seismic Assessment of Historic Masonry Structures.  Int J Archit Herit (2017), 11, 143–160.  &lt;br /&gt;
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[12] Mollaioli,  F.,  AlShawa,  O.,  Liberatore,  L.,  Liberatore,  D.,  Sorrentino,  L.,  Seismic demand of the 2016-2017 Central Italy Earthquakes. Bull Earthq Eng (2019), 17, 5399–5427.  &lt;br /&gt;
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[13] De Santis, S., AlShawa, O., De Canio, G., Forliti, S., Liberatore, D., Meriggi, P., Roselli,  I.,  Sorrentino,  L.,  de  Felice,  G.,  Design  of  Shake  Table  Tests  of  Multi-Leaf  Masonry  Walls before and after Retrofitting. 12th International Conference on Structural Analysis of Historical Constructions. (2020).  &lt;br /&gt;
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[14] Borri,  A.,  Corradi,  M.,  Castori,  G.,  De  Maria,  A.,  A  method  for  the  analysis  and  classification of historic masonry. Bull Earthq Eng (2015), 13, 2647–2665.  &lt;br /&gt;
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[15] Rovero, L., Alecci, V., Mechelli, J., Tonietti, U., De Stefano, M., Masonry walls with  irregular  texture  of  L’Aquila  (Italy)  seismic  area:  validation  of  a  method  for  the  evaluation of masonry quality. Mater Struct Constr (2016), 49, 2297–2314. &lt;br /&gt;
&lt;br /&gt;
[16] Sorrentino,  L.,  Reconstruction  Plans  After  the  2009  L’Aquila  Earthquake.  From Building  Performance  to  Historical  Centre  Performance.  9th  International  Conference on Structural Analysis of Historical Constructions, Mexico City, 14–17 October. (2014).  &lt;br /&gt;
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[17] Roselli, G., Mirabile Gattia, D., AlShawa, O., Cinaglia, P., Di Girolami, G., Francola, C.,  Persia,  F.,  Petrucci,  E.,  Piloni,  R.,  Scognamiglio,  F.,  Sorrentino,  L.,  Zamponi,  S., Liberatore, D., Mortar analysis of historic buildings damaged by recent earthquakes in  Italy. Eur Phys J Plus (2019), 134, 540.  &lt;br /&gt;
&lt;br /&gt;
[18] Mirabile Gattia, D., Roselli, G., Alshawa, O., Cinaglia, P., Di Girolami, G., Francola, C.,  Persia,  F.,  Petrucci,  E.,  Piloni,  R.,  Scognamiglio,  F.,  Sorrentino,  L.,  Zamponi,  S.,  Liberatore, D., Characterization of historical masonry mortar from sites damaged during  the central italy 2016-2017 seismic sequence: the case study of arquata del tronto. Ann  Geophys (2019), 62, SE341.1–11.  &lt;br /&gt;
&lt;br /&gt;
[19] Marotta,  A.,  Liberatore,  D.,  Sorrentino,  L.,  Historical  Building  Codes  issued  after  the  strong  Italian  earthquakes  of  Norcia  (1859)  and  Ischia  (1883).  Ann  Geophys  Geophys  (2019), 62, SE337.1-13.  &lt;br /&gt;
&lt;br /&gt;
[20] EN  1015-11,  Methods  of  Test  for  Mortar  for  Masonry.  Part  11:  Determination  of  Flexural  and  Compressive  Strength  of  Hardened  Mortar.  European  Committee  for  Standardization, Brussels (2006).  &lt;br /&gt;
&lt;br /&gt;
[21] De Santis, S., De Canio, G., de Felice, G., Meriggi, P., Roselli, I., Out-of-plane seismic  retrofitting  of  masonry  walls  with  Textile  Reinforced  Mortar  composites.  Bull  Earthq Eng (2019), 17, 6265–6300.  &lt;br /&gt;
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[22] Hallquist, J., LS-DYNA Theory Manual. Livermore Software Technology Corporation, Livermore (2006).  &lt;br /&gt;
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[23] AlShawa, O., Sorrentino, L., Liberatore, D., Simulation Of Shake Table Tests on Out- of-Plane Masonry Buildings. Part (II): Combined Finite-Discrete Elements. Int J Archit Herit (2017), 11, 79–93.  &lt;br /&gt;
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[24] Meriggi, P., de Felice, G., De Santis, S., Gobbin, F., Mordanova, A., Pantò, B., Distinct  Element Modelling of Masonry Walls under Out-Of-Plane Seismic Loading. Int J Archit Herit (2019), 13, 1110–1123.&lt;/div&gt;</summary>
		<author><name>Scipediacontent</name></author>	</entry>

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