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		<title>Girardi et al 2021a - Revision history</title>
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		<updated>2026-05-13T09:21:47Z</updated>
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		<id>https://www.scipedia.com/wd/index.php?title=Girardi_et_al_2021a&amp;diff=233087&amp;oldid=prev</id>
		<title>Scipediacontent: Scipediacontent moved page Draft Content 896524319 to Girardi et al 2021a</title>
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				<updated>2021-11-30T13:29:08Z</updated>
		
		<summary type="html">&lt;p&gt;Scipediacontent moved page &lt;a href=&quot;/public/Draft_Content_896524319&quot; class=&quot;mw-redirect&quot; title=&quot;Draft Content 896524319&quot;&gt;Draft Content 896524319&lt;/a&gt; to &lt;a href=&quot;/public/Girardi_et_al_2021a&quot; title=&quot;Girardi et al 2021a&quot;&gt;Girardi 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 13:29, 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=Girardi_et_al_2021a&amp;diff=233086&amp;oldid=prev</id>
		<title>Scipediacontent: Created page with &quot;== Abstract ==  This paper investigates the mechanical behaviour of heritage structures subjected to seasonal temperature variations. To this end, the constitutive equation of...&quot;</title>
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				<updated>2021-11-30T13:29:05Z</updated>
		
		<summary type="html">&lt;p&gt;Created page with &amp;quot;== Abstract ==  This paper investigates the mechanical behaviour of heritage structures subjected to seasonal temperature variations. To this end, the constitutive equation of...&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 paper investigates the mechanical behaviour of heritage structures subjected to seasonal temperature variations. To this end, the constitutive equation of masonry-like materials, which has been embedded in the finite element code NOSA-ITACA (www.nosaitaca.it), is used to model the static and dynamic behaviour of simple arched masonry structures subjected to thermal loads&lt;br /&gt;
&lt;br /&gt;
== Full document ==&lt;br /&gt;
&amp;lt;pdf&amp;gt;Media:Draft_Content_896524319p941.pdf&amp;lt;/pdf&amp;gt;&lt;br /&gt;
== References ==&lt;br /&gt;
&lt;br /&gt;
[1] Timoshenko, S.P. and Goodier, J.N. Theory of elasticity, third Edition, McGraw-Hill  Book Company (1970). &lt;br /&gt;
&lt;br /&gt;
[2] Guidi, C. Influenza della temperatura sulle costruzioni murarie. Atti della Reale Accademia delle Scienze di Torino (1906) 319-330. &lt;br /&gt;
&lt;br /&gt;
[3] Taliercio, A. and Binda, L. The Basilica of San Vitale in Ravenna: Investigation on the  current structural faults and their mid-term evolution. Journal of Cultural Heritage (2008) 8: 99-118. &lt;br /&gt;
&lt;br /&gt;
[4] Blasi, C. and Coisson, E. The effects of temperature on historical stone masonry  structures. Structural Analysis of Historic Construction: Preserving Safety and  Significance (2008) 1271-1276. &lt;br /&gt;
&lt;br /&gt;
[5] Talebinejad, I., Fischer, C., and Ansari, F. A hybrid approach for safety assessment of the  double span masonry vaults of the Brooklyn Bridge. Journal of Civil Structural Health  Monitoring (2011) 1(1-2): 3-15. &lt;br /&gt;
&lt;br /&gt;
[6] Azzara, R.M., De Roeck, G., Girardi, M., Padovani, C., Pellegrini, D. and Reynders, E.  The influence of environmental parameters on the dynamic behaviour of the San  Frediano bell tower in Lucca. Engineering Structures (2018) 156: 175-187. &lt;br /&gt;
&lt;br /&gt;
[7] Dal Cin, A. and Russo, S. Evaluation of static and dynamic long-term structural  monitoring for monumental masonry structure. Journal of Civil Structural Health  Monitoring (2019) 9.2: 169-182. &lt;br /&gt;
&lt;br /&gt;
[8] Gentile, C., Guidobaldi, M. and Saisi, A. One-year dynamic monitoring of a historic  tower: damage detection under changing environment”. Meccanica (2016) 51(11):  2873–89. &lt;br /&gt;
&lt;br /&gt;
[9] Gentile, C., Ruccolo, A. and Canali, F. Long-term monitoring for the condition-based  structural maintenance of the Milan Cathedral. Construction and Building Materials (2019) 228: 117101 2019. &lt;br /&gt;
&lt;br /&gt;
[10] Ramos, L.F., L. Marques, L:, Lourenco, P.B., De Roeck, G., Campos-Costa, A. and  Roque, J. Monitoring historical masonry structures with operational modal analysis:  Two case studies”, Mech. Syst. Signal Process (2010) 24:1291-1305. &lt;br /&gt;
&lt;br /&gt;
[11] Elyamani, A., Caselles, O., Roca, P. &amp;amp;amp; Clapes, J. Integrated dynamic and thermography  investigation of Mallorca Cathedral. Mediterranean archaeology &amp;amp;amp; archaeometry (2018) 18(1): 221-236. &lt;br /&gt;
&lt;br /&gt;
[12] DelPiero, G. Constitutive equation and compatibility of the external loads for linearly elastic masonry-like materials, Meccanica (1989) 24: 150–162. &lt;br /&gt;
&lt;br /&gt;
[13] Lucchesi, M., Padovani, C., Pasquinelli, G. and Zani, N. Masonry constructions: mechanical models and numerical applications. Lecture Notes in Applied and Computational Mechanics, Springer–Verlag, (2008). &lt;br /&gt;
&lt;br /&gt;
[14] Padovani, C., Pasquinelli, G., and Zani, N. A numerical method for solving equilibrium  problems of no-tension solids subjected to thermal loads. Computer methods in applied mechanics and engineering (2000) 190.1-2: 55-73. &lt;br /&gt;
&lt;br /&gt;
[15] Girardi, M., Padovani, C., and Pellegrini, D. Modal analysis of masonry structures,  Mathematics and Mechanics of Solids (2019) 24(3): 616-636. &lt;br /&gt;
&lt;br /&gt;
[16] Pellegrini, D., Girardi, M., Lourenço, P. B., Masciotta, M. G., Mendes, N., Padovani, C.  And Ramos, L. F. Modal analysis of historical masonry structures: Linear perturbation and software benchmarking. Construction and Building Materials (2018) 189:1232-1250. &lt;br /&gt;
&lt;br /&gt;
[17] Azzara, R.M., Girardi, M., Iafolla, V., Padovani, C. and Pellegrini, D. Long-term  dynamic monitoring of medieval towers. Front. Built Environ. - Earthquake Engineering, (2020), https://doi.org/10.3389/fbuil.2020.00009. &lt;br /&gt;
&lt;br /&gt;
[18] Girardi, M., Padovani, C., and Pellegrini, D. Effects of the stress field on the dynamic  properties of masonry bell towers. AIMETA 2017 - Proceedings of the 23rd Conference of the Italian Association of Theoretical and Applied Mechanics (2017) 3: 216-229. &lt;br /&gt;
&lt;br /&gt;
[19] Marc 2014 Volume A: theory and user information. Marc &amp;amp;amp;Mentat (2014) –Marc&amp;amp;amp;Mentat Docs. &lt;br /&gt;
&lt;br /&gt;
[20] Proske, D. and Van Gelder, P. Safety of historical stone arch bridges. Springer Science  &amp;amp;amp; Business Media (2009).&lt;/div&gt;</summary>
		<author><name>Scipediacontent</name></author>	</entry>

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