<?xml version="1.0"?>
<feed xmlns="http://www.w3.org/2005/Atom" xml:lang="en">
		<id>http://www.colloquiam.com/wd/index.php?action=history&amp;feed=atom&amp;title=Mosseri_2021a</id>
		<title>Mosseri 2021a - Revision history</title>
		<link rel="self" type="application/atom+xml" href="http://www.colloquiam.com/wd/index.php?action=history&amp;feed=atom&amp;title=Mosseri_2021a"/>
		<link rel="alternate" type="text/html" href="http://www.colloquiam.com/wd/index.php?title=Mosseri_2021a&amp;action=history"/>
		<updated>2026-05-13T22:26:41Z</updated>
		<subtitle>Revision history for this page on the wiki</subtitle>
		<generator>MediaWiki 1.27.0-wmf.10</generator>

	<entry>
		<id>http://www.colloquiam.com/wd/index.php?title=Mosseri_2021a&amp;diff=233203&amp;oldid=prev</id>
		<title>Scipediacontent: Scipediacontent moved page Draft Content 494817824 to Mosseri 2021a</title>
		<link rel="alternate" type="text/html" href="http://www.colloquiam.com/wd/index.php?title=Mosseri_2021a&amp;diff=233203&amp;oldid=prev"/>
				<updated>2021-11-30T13:33:50Z</updated>
		
		<summary type="html">&lt;p&gt;Scipediacontent moved page &lt;a href=&quot;/public/Draft_Content_494817824&quot; class=&quot;mw-redirect&quot; title=&quot;Draft Content 494817824&quot;&gt;Draft Content 494817824&lt;/a&gt; to &lt;a href=&quot;/public/Mosseri_2021a&quot; title=&quot;Mosseri 2021a&quot;&gt;Mosseri 2021a&lt;/a&gt;&lt;/p&gt;
&lt;table class=&quot;diff diff-contentalign-left&quot; data-mw=&quot;interface&quot;&gt;
				&lt;tr style='vertical-align: top;' lang='en'&gt;
				&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 13:33, 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;
&lt;/td&gt;&lt;/tr&gt;&lt;/table&gt;</summary>
		<author><name>Scipediacontent</name></author>	</entry>

	<entry>
		<id>http://www.colloquiam.com/wd/index.php?title=Mosseri_2021a&amp;diff=233202&amp;oldid=prev</id>
		<title>Scipediacontent: Created page with &quot;== Abstract ==  At  the  end  of  the  19th  century,  an  architectural  style  called  Neomudéjar  became  quite popular in some areas of Spain. Very much like other histor...&quot;</title>
		<link rel="alternate" type="text/html" href="http://www.colloquiam.com/wd/index.php?title=Mosseri_2021a&amp;diff=233202&amp;oldid=prev"/>
				<updated>2021-11-30T13:33:47Z</updated>
		
		<summary type="html">&lt;p&gt;Created page with &amp;quot;== Abstract ==  At  the  end  of  the  19th  century,  an  architectural  style  called  Neomudéjar  became  quite popular in some areas of Spain. Very much like other histor...&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;
At  the  end  of  the  19th  century,  an  architectural  style  called  Neomudéjar  became  quite popular in some areas of Spain. Very much like other historicist European styles in the same  years,  the  Neomudéjar  sought  to  recreate  the  local  medieval  architecture.  The  use  of  faced brick façades with complicated bonds -formed by stretchers and headers in and out the main wall plane- lead in term to a wide variety of results that resembled Arabic architecture. The  brick  façades  of  the  Neomudéjar  buildings  are  ideal  case  studies  for  the  analysis  of  the local behaviour of masonry structures, especially regarding problems of stress concentration. There are several methods for studying the global behaviour of masonry structures – from the classic  thrust  line  to  the  limit  analysis  tools  –  but,  as  the  average  stresses  taken  over  by  structural masonry elements are usually well below the compression strength of the constituent material, the  classical methods of analysis are designed to  verify only the global stability. Local behaviour, on the other hand, is quite elusive, especially when the properties of the material are uncertain. In such cases stress concentrations might appear, resulting on stress  currents  and  low  stress  islets.  A  particular  case of  these  phenomena  occurs  in  the  bonding  of  Neomudéjar  façades.  Local  concentration  of  stresses  is  especially  likely  in  these  bonds,  given  the  peculiar  relative  position  of  some  bricks  with  respect  to  others.  The  paper  proposed  will  use  one  of  these  buildings,  the  Aguirre  Schools  (Rodríguez  Ayuso,  Madrid,  1886), as a case study to evaluate local behaviour. Starting from a geometrical hypothesis of the internal distribution of the material based on recent photogrammetric surveys, and using conventional software of parametric design, the paper will describe a numerical model based on  a  non-deterministic  random  algorithm,  although  limited  in  its  number  of  solutions,  to  discuss  later  the  validity  and  scope  of  them.  The  limitations  of  the  standard  hardware  in  which these design tools are usually handled will also be considered in the discussion.&lt;br /&gt;
&lt;br /&gt;
== Full document ==&lt;br /&gt;
&amp;lt;pdf&amp;gt;Media:Draft_Content_494817824p667.pdf&amp;lt;/pdf&amp;gt;&lt;br /&gt;
== References ==&lt;br /&gt;
&lt;br /&gt;
[1]  del  Real  Mateos,  A.  Estudio  Histórico-Constructivo  de  las  Escuelas  Aguirre  de  Madrid.(2018) Master Thesis. ETS Arquitectura (Universidad Politécnica de Madrid)  &lt;br /&gt;
&lt;br /&gt;
[2]  Camino Olea, M. S. Construcción y ornamentación de las fachadas de ladrillo prensado,  al descubierto, en la ciudad de Valladolid. (2001) PhD Thesis. Universidad de Valladolid  &lt;br /&gt;
&lt;br /&gt;
[3]  Drescher,  A.,  de  Josseling  de  Jong,  G.  1972.  Photoelastic  verification  of  a  mechanical  model for the flow of a granular material. Journal of the Mechanics and Physics of Solids, 20(5): 337–340.  &lt;br /&gt;
&lt;br /&gt;
[4]  Mencías-Carrizosa, D., García, J. and Magdalena, F. Qualitative and quantitative approaches  to  highly  local  behaviours  of  historical  masonry  structures.  In:  Van  Balen  &amp;amp;amp; Verstrynge (Eds.) Structural Analysis of Historical Constructions – Anamnesis, diagnosis, therapy, controls, (2016) Taylor &amp;amp;amp; Francis Group   &lt;br /&gt;
&lt;br /&gt;
[5]  Mencías-Carrizosa,  D.   La  geometría  analítica  como  herramienta  de  análisis  estructural  de fábricas históricas. (2017) PhD Thesis. ETS Arquitectura (Universidad Politécnica de Madrid). doi:10.20868/UPM.thesis.47167.  &lt;br /&gt;
&lt;br /&gt;
[6]  Rajchenbach,  J.  Stress  transmission  through  a  cohesionless  material.  Material  Physics  Mechanichs (2001) 3: 1–4.  &lt;br /&gt;
&lt;br /&gt;
[7]  Bigoni,  D.  &amp;amp;amp;  Noselli,  G.  2010.  Localized  stress  percolation  through  dry  masonry  walls.  Part I – Experiments &amp;amp;amp; Part II - Modelling European Journal of Mechanics A/Solids, 29,  291–298 and 299–307.  &lt;br /&gt;
&lt;br /&gt;
[8]  Baig, I., Ramesh, K. ans Hariprasad, M. P. Analysis of stress distribution in dry masonry  walls  using  three  fringe  photoelasticity.  International  Conference  on  experimental  Me-chanics 2014. Cambridge: International Society for Optics and Photonic. 93022P–93022P.   &lt;br /&gt;
&lt;br /&gt;
[9]  Magdalena-Layos,  F.,  García-Muñoz,  J.  &amp;amp;amp;  Mencias-Carrizosa,  D.  Estructuras  de  fábrica:  enfoques «antiguos» y «modernos» para fenómenos muy locales. Informes de la Construcción, 68(542): e150 (2016) doi: 10.3989/ic.16.032.   &lt;br /&gt;
&lt;br /&gt;
[10] Magdalena Layos, F. &amp;amp;amp; García Muñoz, J. 2018. Approaches to strongly local phenomena  in dry masonry structure. Int. J. Masonry Research and Innovation, (2018) Vol. 3, No. 2,  doi:10.1504/IJMRI.2018.092460-4  &lt;br /&gt;
&lt;br /&gt;
[11] Magdalena, F. Aznar, A. de la Torre and J. F. Hernando, J. I. Recent Results on Sliding  Collapse  for  Masonry Structures  Under  Static Load  Test.  Engineering  and  Applied Sciences. Vol. 1, No. 4, 2016, pp. 99-106. doi: 10.11648/j.eas.20160104.14  &lt;br /&gt;
&lt;br /&gt;
[12] Shahriar,  A.  Waldmann,  D.  Scholzen,  F.  and  Louge,  A.  Numerical  analysis  for  the   determination of stress percolation in dry-stacked wall systems. 2016. Masonry International. 29. pp 27-38  &lt;br /&gt;
&lt;br /&gt;
[13] Grimmett G. Hiemer P. Directed Percolation and Random Walk. In: Sidoravicius (ed) In and Out of Equilibrium. Progress in Probability, Vol 51, (2002) Birkhäuser, Boston  &lt;br /&gt;
&lt;br /&gt;
[14] Pearson, K. The Problem of the Random Walk. Nature (1905) 72:294  doi:10.1038/072294b0  &lt;br /&gt;
&lt;br /&gt;
[15] Van  Kampen,  N.G.  Stochastic  Processes  in  Physics  and  Chemistry.  North-Holland  Personal Library. (2007)  doi:10.1016/B978-0-444-52965-7.X5000-4  &lt;br /&gt;
&lt;br /&gt;
[16] McNeel, Robert. Rhinoceros: NURBS modeling for Windows v.5. (2016)  &lt;br /&gt;
&lt;br /&gt;
[17] Ruten,  D.  and  McNeel,  R.  Grasshopper:  Generative  Modeling  with  Rhino  v.0.9.0076   (2016).&lt;/div&gt;</summary>
		<author><name>Scipediacontent</name></author>	</entry>

	</feed>