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		<summary type="html">&lt;p&gt;Scipediacontent moved page &lt;a href=&quot;/public/Draft_Content_460281671&quot; class=&quot;mw-redirect&quot; title=&quot;Draft Content 460281671&quot;&gt;Draft Content 460281671&lt;/a&gt; to &lt;a href=&quot;/public/Nocera_et_al_2021a&quot; title=&quot;Nocera et al 2021a&quot;&gt;Nocera 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 13:18, 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=Nocera_et_al_2021a&amp;diff=232806&amp;oldid=prev</id>
		<title>Scipediacontent: Created page with &quot;== Abstract ==  This study explores the use of macro-modelling techniques based on smeared crack  and damage-plastic constitutive laws for the cyclic in-plane analysis of maso...&quot;</title>
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				<updated>2021-11-30T13:18:32Z</updated>
		
		<summary type="html">&lt;p&gt;Created page with &amp;quot;== Abstract ==  This study explores the use of macro-modelling techniques based on smeared crack  and damage-plastic constitutive laws for the cyclic in-plane analysis of maso...&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;
This study explores the use of macro-modelling techniques based on smeared crack &lt;br /&gt;
and damage-plastic constitutive laws for the cyclic in-plane analysis of masonry panels. The &lt;br /&gt;
numerical investigation is focused on two material macromechanical models, known as Total &lt;br /&gt;
Strain Cracking and Crack and Plasticity models. These show some limitations when analysing &lt;br /&gt;
the behaviour of masonry structures subjected to in-plane cyclic loading. A modified version of &lt;br /&gt;
the  Drucker-Prager  model  including  cohesive  softening  is  introduced  to  overcome  these &lt;br /&gt;
shortcomings.  &lt;br /&gt;
A suite of numerical simulations is performed referring to an experimental campaign on two &lt;br /&gt;
masonry (squat and slender) panels. A comparison of distinctive features of flexural and shear &lt;br /&gt;
response of masonry panels is addressed. The results derived from the two FE macro-models &lt;br /&gt;
are compared with the experimental outcomes, highlighting the effects of geometry, stiffness &lt;br /&gt;
degradation,  and  post-peak  energy  dissipation.  Furthermore,  a  comparison  with  another &lt;br /&gt;
macromechanical model is performed.&lt;br /&gt;
&lt;br /&gt;
== Full document ==&lt;br /&gt;
&amp;lt;pdf&amp;gt;Media:Draft_Content_460281671p915.pdf&amp;lt;/pdf&amp;gt;&lt;br /&gt;
== References ==&lt;br /&gt;
&lt;br /&gt;
[1]  G. Brandonisio, G. Lucibello, E. Mele, and A. De Luca, “Damage and performance  evaluation of masonry churches in the 2009 L’Aquila earthquake,” Eng. Fail. Anal., vol.  34, pp. 693–714, 2013.  &lt;br /&gt;
&lt;br /&gt;
[2]  P. B. Lourenço, N. Mendes, L. F. Ramos, and D. V. Oliveira, “Analysis of Masonry  Structures Without Box Behavior,” Int. J. Archit. Herit., vol. 5, no. 4–5, pp. 369–382,  Jul. 2011.  &lt;br /&gt;
&lt;br /&gt;
[3]  E. Sacco, D. Addessi, and K. Sab, “New trends in mechanics of masonry,” Meccanica,  vol. 53, no. 7, pp. 1565–1569, 2018.  &lt;br /&gt;
&lt;br /&gt;
[4]  P. Roca, M. Cervera, G. Gariup, and L. Pela’, “Structural Analysis of Masonry Historical  Constructions. Classical and Advanced Approaches,” Arch. Comput. Methods Eng., vol. 17, no. 3, pp. 299–325, Jul. 2010.  &lt;br /&gt;
&lt;br /&gt;
[5]  D. Addessi and  E. Sacco, “Nonlinear analysis of masonry panels using  a kinematic  enriched plane state formulation,” Int. J. Solids Struct., vol. 90, pp. 194–214, 2016.  &lt;br /&gt;
&lt;br /&gt;
[6]  P. B. Lourenço and J. G. Rots, “Multisurface Interface Model for Analysis of Masonry  Structures,” J. Eng. Mech., vol. 123, no. 7, pp. 660–668, Jul. 1997.  &lt;br /&gt;
&lt;br /&gt;
[7]  L. C. Silva, P. B. Lourenço, and G. Milani, “Derivation of the out-of-plane behaviour of  masonry through homogenization strategies: micro-scale level,” Comput. Struct., vol.  209, pp. 30–43, 2018.  &lt;br /&gt;
&lt;br /&gt;
[8]  L. Karapitta, H. Mouzakis, and P. Carydis, “Explicit finite‐element analysis for the in‐ plane cyclic behavior of unreinforced masonry structures,” Earthq. Eng. Struct. Dyn.,  vol. 40, no. 2, pp. 175–193, 2011.  &lt;br /&gt;
&lt;br /&gt;
[9]  D. Addessi, “A 2D Cosserat finite element based on a damage-plastic model for brittle  materials,” Comput. Struct., vol. 135, pp. 20–31, 2014.  &lt;br /&gt;
&lt;br /&gt;
[10]  L. Pelà, M. Cervera, and P. Roca, “An orthotropic damage model for the analysis of  masonry structures,” Constr. Build. Mater., vol. 41, pp. 957–967, Apr. 2013.  &lt;br /&gt;
&lt;br /&gt;
[11]  L.  C.  Silva,  P.  B.  Lourenço,  and  G.  Milani,  “A  discrete  macro-model  using  homogenization  with  strain-rate  dependency  for  the  out-of-plane  study  of  masonry  panels  subjected  to  impact  loading,”  in  ECCOMAS  Thematic  Conference  on  Computational Methods in Structural Dynamics and Earthquake Engineering, 2017.  &lt;br /&gt;
&lt;br /&gt;
[12]  L. C. Silva, N. Mendes, P. B. Lourenço, and J. Ingham, “Seismic Structural Assessment  of the Christchurch Catholic Basilica, New Zealand,” Structures, vol. 15, pp. 115–130,  2018.  &lt;br /&gt;
&lt;br /&gt;
[13]  C.  Gatta,  D.  Addessi,  and  F.  Vestroni,  “Static  and  dynamic  nonlinear  response  of masonry walls,” Int. J. Solids Struct., vol. 155, pp. 291–303, 2018.  &lt;br /&gt;
&lt;br /&gt;
[14]  L. Kachanov, “Rupture time under creep conditions,” Izv. Akad. Nauk SSSR, vol. 8, pp.  26–31, 1958.  &lt;br /&gt;
&lt;br /&gt;
[15]  J. G. Rots, “Computational modeling of concrete fracture,” 1988.  &lt;br /&gt;
&lt;br /&gt;
[16]  R. De Borst and P. Nauta, “Non-orthogonal cracks in a smeared finite element model,”  Eng. Comput., vol. 2, no. 1, pp. 35–46, 1985.  &lt;br /&gt;
&lt;br /&gt;
[17]  J. G. Rots and J. Blaauwendraad, “Crack models for concrete: discrete or smeared? Fixed multi-directional or rotatin?,” Heron, vol. 34, no. 1, pp. 3–59, 1989.  &lt;br /&gt;
&lt;br /&gt;
[18]  A. Anthoine, G. Magonette, and G. Magenes, “Shear-compression testing and analysis  of brick masonry walls,” in Proceedings of the 10th European conference on earthquake  engineering, 1995, vol. 3, pp. 1657–1662.  &lt;br /&gt;
&lt;br /&gt;
[19]  DIANA, 2019, DIsplacement ANAlyzer finite element software package, version 10,  DIANA FEA, Delft, https://dianafea.com. .  &lt;br /&gt;
&lt;br /&gt;
[20]  C.  Comi  and  U.  Perego,  “Fracture  energy  based  bi-dissipative  damage  model  for  concrete,” Int. J. Solids Struct., vol. 38, no. 36–37, pp. 6427–6454, 2001.  &lt;br /&gt;
&lt;br /&gt;
[21]  G. Pijaudier-Cabot and Z. P. Bažant, “Nonlocal damage theory,” J. Eng. Mech., vol. 113,  no. 10, pp. 1512–1533, 1987.  &lt;br /&gt;
&lt;br /&gt;
[22]  G.  Magenes  and  G.  M.  Calvi,  “In-plane  seismic  response  of  brick  masonry  walls,” Earthq. Eng. Struct. Dyn., vol. 26, no. 11, pp. 1091–1112, Nov. 1997.  &lt;br /&gt;
&lt;br /&gt;
[23]  P.  B.  Lourenço,  “Recent  advances  in  masonry  modelling:  micromodelling  and  homogenisation,”  in  Multiscale  modeling  in  solid  mechanics:  computational  approaches, World Scientific, 2010, pp. 251–294.&lt;/div&gt;</summary>
		<author><name>Scipediacontent</name></author>	</entry>

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