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		<title>Cali et al 2021a - Revision history</title>
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		<updated>2026-05-04T22:35:06Z</updated>
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		<title>Scipediacontent: Scipediacontent moved page Draft Content 646772601 to Cali et al 2021a</title>
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				<updated>2021-11-30T13:37:38Z</updated>
		
		<summary type="html">&lt;p&gt;Scipediacontent moved page &lt;a href=&quot;/public/Draft_Content_646772601&quot; class=&quot;mw-redirect&quot; title=&quot;Draft Content 646772601&quot;&gt;Draft Content 646772601&lt;/a&gt; to &lt;a href=&quot;/public/Cali_et_al_2021a&quot; title=&quot;Cali et al 2021a&quot;&gt;Cali 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 13:37, 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=Cali_et_al_2021a&amp;diff=233294&amp;oldid=prev</id>
		<title>Scipediacontent: Created page with &quot;== Abstract ==  Uncertainties play a key role in the structural assessment in the existing buildings. They  are  mainly  associated  with  materials,  geometries  and  loads....&quot;</title>
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				<updated>2021-11-30T13:37:36Z</updated>
		
		<summary type="html">&lt;p&gt;Created page with &amp;quot;== Abstract ==  Uncertainties play a key role in the structural assessment in the existing buildings. They  are  mainly  associated  with  materials,  geometries  and  loads....&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;
Uncertainties play a key role in the structural assessment in the existing buildings. They  are  mainly  associated  with  materials,  geometries  and  loads.  The  reduction  of  these uncertainties is one of the main challenges for researchers who approach this type of project. The  aim  of  this  work  is  the  reduction  of  uncertainties  through  a  sensitivity  analysis.  These analyses allow understanding the structural overall behaviour and they are useful to the in-situ test planning. The proposed sensitivity analysis is used as cognitive evaluation, analyzing the influences  of  each  parameter  on  the structural  behaviour,  and  as  improvement  assessment, evaluating the effectiveness of the intervention proposals. Furthermore, such approach reduces the impact of the experimental campaign and the intervention proposals, in terms of invasiveness, time and cost. The research is carried out through the selection of a case study, the “Quartel da Tropa” (SC), Brazil. It is used  to  show  how  the  proposed  approach  can  be applied  for  the  structural  assessment  of  historical  buildings.  The  information  collected  was elaborated  with  Historical  Building  Information  Modeling  (H-BIM)  and  analyzed  through finite element method software. The proposed research allows increasing the level of knowledge of the historical construction of the Quartel da Tropa, through the sensitivity analysis and the experimental  test  design  of  the  structure.  Such  an  approach  suggests  how  not  only  the longitudinal Young’s Modulus (E) and the specific weight (w) of the masonry are the main parameters to avoid significant errors in the results in terms of structural assessment. Indeed, type of wooden species, type of structural connection, different types of masonry characteristic in different structural elements must be considered.&lt;br /&gt;
&lt;br /&gt;
== Full document ==&lt;br /&gt;
&amp;lt;pdf&amp;gt;Media:Draft_Content_646772601p1110.pdf&amp;lt;/pdf&amp;gt;&lt;br /&gt;
== References ==&lt;br /&gt;
&lt;br /&gt;
[1] Saltelli, A., Tarantola, S., Campolongo, F., and Ratto, M. Sensitivity analysis in practice: a  guide to assessing scientific models, Vol. I (2004). New York: Wiley. &lt;br /&gt;
&lt;br /&gt;
[2] Boscato, G., Russo, S., Ceravolo, R., and Fragonara, L. Z. Global sensitivity‐based model  updating for heritage structures. Comp. Aid. Civ. Infr. Eng. (2015) 30(8): 620-635.  &lt;br /&gt;
&lt;br /&gt;
[3] Gentile, C., Saisi, A., and Cabboi, A. Structural identification of a masonry tower based on operational modal analysis. Int. J. Archit. Herit. (2015) 9(2): 98-110. &lt;br /&gt;
&lt;br /&gt;
[4] Asgari, B., Osman, S. A., and Adnan, A. Sensitivity analysis of the influence of structural parameters on dynamic behaviour of highly redundant cable-stayed bridges. Adv. Civ. Eng. (2013). &lt;br /&gt;
&lt;br /&gt;
[5] Cattari, S., Lagomarsino, S., Bosiljkov, V., and D’Ayala, D. Sensitivity analysis for setting  up the investigation protocol and defining proper confidence factors for masonry buildings. Bull. Earthq. Eng. (2015) 13(1): 129-151. &lt;br /&gt;
&lt;br /&gt;
[6] Carvalho, J., Ortega, J., Lourenço, P. B., Ramos, L. F., and Roman, H. Safety analysis of  modern heritage masonry buildings: Box-buildings in Recife, Brazil. Eng. Struct. (2014) 80: 222-240. &lt;br /&gt;
&lt;br /&gt;
[7] CNR, DT. 212 2013. Istruzioni per la Valutazione Affidabilistica della Sicurezza Sismica di Edifici Esistenti. Consiglio nazionale delle ricerche, 14 (2014). &lt;br /&gt;
&lt;br /&gt;
[8] Antonopoulou, S., and Bryan, P. Historic England BIM for Heritage: Developing a Historic  Building Information Model. Swindon: Historic England (2017). Retrieved March 10, 2019. &lt;br /&gt;
&lt;br /&gt;
[9] Directive of the Prime Minister, Italian Guidelines for evaluation and mitigation of seismic  risk to Cultural Heritage, Directive. Rome, Italy, 2007. &lt;br /&gt;
&lt;br /&gt;
[10] Tonera R., Fortalezas de Santa Catarina a Caminho de tornarem-se Patrimônio  Mundial. Florianópolis, Brazil (2010). Information available at http://fortalezas.org/ &lt;br /&gt;
&lt;br /&gt;
[11] Terezo, R. F. Avaliação das estruturas de madeira do quartel da tropa da fortaleza da  ilha de Anhatomirim. (2005). GIEM, Grupo Interdisciplinar de Estudos da Madeira.  Florianópolis: UFSC. &lt;br /&gt;
&lt;br /&gt;
[12] Calì, A., do Valle, Â., and de Moraes, P. D. Building Information Modeling and  Structural Analysis in the Knowledge Path of a Historical Construction. In: R. Aguilar et  al. (Eds.): Structural Analysis of Historical Constructions, RILEM Bookseries 18 (2019),  pp. 2071–2079. &lt;br /&gt;
&lt;br /&gt;
[13] Lagomarsino, S., Penna, A., Galasco, A., and Cattari, S. TREMURI program: an equivalent frame model for the nonlinear seismic analysis of masonry buildings. Eng. Struct. (2013). 56: 1787-1799. &lt;br /&gt;
&lt;br /&gt;
[14] Pereira, R. L. Estruturas de coberta da Arquitetura religiosa em Pernambuco tipologia,  patologia e intervenções. Rev. Bras. Arquem., Rest. Cons. (2007) 1(6): 332 – 337. AERPA Editor, 2007. &lt;br /&gt;
&lt;br /&gt;
[15] Ho-Le, K. Finite element mesh generation methods: a review and classification. Comput. Des. (1988) 20(1): 27-38. &lt;br /&gt;
&lt;br /&gt;
[16] Katili, I. A new discrete Kirchhoff-Mindlin element based on Mindlin-Reissner plate theory and assumed shear strain fields - Part I : An extended DKT element for thick-plate bending analysis. Int. J. Numer. methods Eng., (1993) 36(11): 1859–1883. &lt;br /&gt;
&lt;br /&gt;
[17] S. A. Coons, Surfaces for computer aided desing of space form. USA (1967) (No. MAC TR-41). Massachusetts Inst. of Tech. Cambridge Project MAC. &lt;br /&gt;
&lt;br /&gt;
[18] Circolare, 617/09. Istruzioni per l’applicazione delle Norme Tecniche per le Costruzioni di cui al DM 14 gennaio 2008. Gazzetta Ufficiale Della Repubblica Italiana. &lt;br /&gt;
&lt;br /&gt;
[19] Associação Brasileira de Normas Técnicas. ABNT NBR 7190: Projeto de estruturas de madeira (1997). &lt;br /&gt;
&lt;br /&gt;
[20] Associação Brasileira de Normas Técnicas. ABNT NBR 6118: Projeto de estruturas de concreto-procedimento. ABNT. (2007). &lt;br /&gt;
&lt;br /&gt;
[21] Roca, P., Cervera, M., and Gariup, G. Structural analysis of masonry historical  constructions. Classical and advanced approaches. Arch Comput Meth Eng. (2010) 17(3): 299-325. &lt;br /&gt;
&lt;br /&gt;
[22] Rocco Lahr, F. A., Christoforo, A. L., Chahud, E., Branco, L. A. M. N., Battistelle, R. A., and Valarelli, I. D. Poisson’s ratios for wood species for structural purposes. Adv. Mater. Res. (2015) 1088: 690-693. Trans Tech Publications Ltd. &lt;br /&gt;
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[23] Binda, L., and Saisi, A. Non destructive testing applied to historic buildings: The case of some Sicilian Churches. Hist. Constr. (2001): 29-46.&lt;/div&gt;</summary>
		<author><name>Scipediacontent</name></author>	</entry>

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