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		<title>A. Brencich 2021a - Revision history</title>
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		<title>Scipediacontent: Scipediacontent moved page Draft Content 485124081 to A. Brencich 2021a</title>
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				<updated>2021-11-30T11:52:23Z</updated>
		
		<summary type="html">&lt;p&gt;Scipediacontent moved page &lt;a href=&quot;/public/Draft_Content_485124081&quot; class=&quot;mw-redirect&quot; title=&quot;Draft Content 485124081&quot;&gt;Draft Content 485124081&lt;/a&gt; to &lt;a href=&quot;/public/A._Brencich_2021a&quot; title=&quot;A. Brencich 2021a&quot;&gt;A. Brencich 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 11:52, 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>https://www.scipedia.com/wd/index.php?title=A._Brencich_2021a&amp;diff=232666&amp;oldid=prev</id>
		<title>Scipediacontent: Created page with &quot;== Abstract ==  The Hennebique system was the most successful among the patented systems in the  pre-code period even though the design rules were not completely clear. Anchor...&quot;</title>
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				<updated>2021-11-30T11:52:20Z</updated>
		
		<summary type="html">&lt;p&gt;Created page with &amp;quot;== Abstract ==  The Hennebique system was the most successful among the patented systems in the  pre-code period even though the design rules were not completely clear. Anchor...&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 Hennebique system was the most successful among the patented systems in the &lt;br /&gt;
pre-code period even though the design rules were not completely clear. Anchorage of the re-&lt;br /&gt;
inforcement  is  one  of  these  unknown  aspects  and  how  it  was  calculated,  and  if  it  was &lt;br /&gt;
calculated at all, is still today not clear. For this reason, the efficiency of the anchorages is one &lt;br /&gt;
of the major issues  when  dealing  with  retrofitting  a  Hennebique  structure  or  when  its  safety &lt;br /&gt;
needs  to  be  evaluated.  In  this  paper  a  series  of  tests  have  been  performed  on  the  typical Hennebique  an-chorages  for  reinforcing  bars  (fish-tails)  and  for  the  plate  stirrups  (bended ends)  that  were  used.  Different  concrete  types  have  been  used  so  that  either  the  collapse mechanisms of the anchor-ages and their ultimate strength may be identified.&lt;br /&gt;
&lt;br /&gt;
== Full document ==&lt;br /&gt;
&amp;lt;pdf&amp;gt;Media:Draft_Content_485124081p1205.pdf&amp;lt;/pdf&amp;gt;&lt;br /&gt;
== References ==&lt;br /&gt;
&lt;br /&gt;
[1]  Cusack  P.  François  Hennebique:  The  Specialist  Organisation  and  the  Success  of  Ferro-Concrete: 1892–1909, Trans. of the Newcomen Soc., 56:1, 1984, 71-86.  &lt;br /&gt;
&lt;br /&gt;
[2]  Mc  Beth  D.G.  François  Hennebique  (1842–1921),  reinforced  concrete  pioneer,  Proc.  Inst.  Civ. Eng.s, 126 May, 1998, 86-95  &lt;br /&gt;
&lt;br /&gt;
[3] Delhumeau G. L'invention du béton armé : Hennebique 1890-1914, Norma, Paris, 1999  &lt;br /&gt;
&lt;br /&gt;
[4] Hellebois A. Theoretical and experimental studies on early reinforced concrete structures. Contri-bution to the analysis of the bearing capacity of the Hennebique system, Ph.D. Thesis, Ecole Polytechnique de Bruxelles, 2013.  &lt;br /&gt;
&lt;br /&gt;
[5] Cusack P. Agents of change: Hennebique, Mouchel, and ferro-concrete in Britain, 1897–1908. Construction History 3, 1987, 61–74.  &lt;br /&gt;
&lt;br /&gt;
[6]  Borden  A.H.  Identifying  early  reinforced  concrete  buildings  in  Scotland.  Proc.  Inst.  Civ.  Eng.s  – Eng. History and Heritage 163 (3), 2010, 147–167.  &lt;br /&gt;
&lt;br /&gt;
[7] Hellebois A and Espion B. Domination of commercial patents in the evolution of early reinforced concrete. Case study of the region of Brussels. Proc. 7th Int. Conf. on Str. Anal. of Historic Con-str.s: Strengthening and Retroffiting, 2010, Gu X &amp;amp;amp; Song X ed.s. – Adv. Mat.s Res., Shanghai, China, vol. 133, pp. 119–124.  &lt;br /&gt;
&lt;br /&gt;
[8] de Courcy J.W. The emergence of reinforced concrete, 1750–1910. The Str. Eng. 65 (9), 1987, 315–322 &lt;br /&gt;
&lt;br /&gt;
[9] Kierdorf A. Why Hennebique failed in Germany. Strategies and obstacles in the introduction of a new construction technology, Proc. 3rd Int. Cong. On Constr. History, Cottbus, May 2009, Brandenburg  University  of  Technology,  K.H.Kurrer,  Lorenz  W.  and  Wetsk  V.  ed.s,  NEUNPLUS1, Berlin.  &lt;br /&gt;
&lt;br /&gt;
[10] Marcos, I., San José, J.T., Cuadrado, J., (2014). The patents in the introduction of reinforced concrete in Spain: “Alhóndiga de Bilbao” case study (in Spanish). Informes de la Construcción, 66(534), 2014,   &lt;br /&gt;
&lt;br /&gt;
[11] Ragot G. The Hennebique Archives: toward a new corpus for contemporary architectural history. The American Archivist, 59 (2), 1996, 214-220.  &lt;br /&gt;
&lt;br /&gt;
[12] Nelva R., Signorelli B. Beginning and evolution of reinforced concrete in Italy: the Hennebique system (in Italian), AITEC, Milan, 1990  &lt;br /&gt;
&lt;br /&gt;
[13] Sanna A., First applications of reinforced concrete in Sardinia. The “Porcheddu Company Engineering S.A.” and his plan archives. Proc. 1st Int. Congr. on Constr. History, 2003, Huerta S., de Herrera I.J., Benvenuto E., Dragados F., 1809-1820.  &lt;br /&gt;
&lt;br /&gt;
[14] Iori T., Reinforced Concrete in Italy (in Italian), Edilstampa, Rome, 2001.  &lt;br /&gt;
&lt;br /&gt;
[15] Guidi C., Constructions in Beton Armeé (in Italian), appendix to Lessons on Structural Mechanics, Bona ed. Turin, 1907.  &lt;br /&gt;
&lt;br /&gt;
[16] Souponitski S.Z., Sniatkov S.V., Grigoriev S.E. Early reinforced concrete construction in Russia: specific faults and causes of failure, Eng. Fail. Anal., 8, 2001, 201-212.  &lt;br /&gt;
&lt;br /&gt;
[17] Mueller G., Rankin G.I.B. The Hennebique system: a Renaissance? Proc. of the Inst. of Civ. Eng.s, 90 (1), 1991, 179–187.  &lt;br /&gt;
&lt;br /&gt;
[18] Hellebois A., Launoy A., Pierre C., De Lanève M., Espion B. 100-year-old Hennebique concrete, from composition to performance, Constr. &amp;amp;amp; Build. Mat.s, 44, 2013, 149-160.  &lt;br /&gt;
&lt;br /&gt;
[19] Hellebois A., Espion B. Structural weaknesses of the Hennebique early reinforced concrete system and possible retrofitting. Str. Eng.ng Int., 23(4), 2013, 501–511  &lt;br /&gt;
&lt;br /&gt;
[20] Hellebois A., Espion B. Tests up to failure of a reinforced concrete Hennebique T-beam, Proc. of the Inst. of Civ. Eng.s - Structures and Buildings, 167 (2), 2014, 81-93.  &lt;br /&gt;
&lt;br /&gt;
[21] Foti D. Shear vulnerability of historical reinforced-concrete structures. Int. J. of Arch. Her., 9(4), 2015, 453–467.  &lt;br /&gt;
&lt;br /&gt;
[22] Palmisano F. A preliminary study on shear capacity of historical reinforced concrete beams, Int. J. of Her. Arch., 1 (4), 2017, 608-623.  &lt;br /&gt;
&lt;br /&gt;
[23] Christophe P. Reinforced Concrete and its applications (in French), Paris, Beranger ed., 1902  &lt;br /&gt;
&lt;br /&gt;
[24]  The  Porcheddu  Document  and  Photographic  Archive,  Technical  University  of  Turin,  Dept.  of Structural, Geotechnical and Building Eng.ng.  &lt;br /&gt;
&lt;br /&gt;
[25]  Panetti M.,  Swiss issues  on  reinforced concrete  constructions (in  Italian),  Civil  Engineering  and Industrial Arts, XXVIII (17), Bertolero ed.s, Turin, 1902.  &lt;br /&gt;
&lt;br /&gt;
[26] Gotelli R. (1915) Doubling Genova Brignole – Quarto dei Mille with deviation to Sturla, Italian Railways,  work  area,  special  office  for  doubling  the  line  Genova-Spezia,  Italian  Railways  ed., 1915  &lt;br /&gt;
&lt;br /&gt;
[27] Hennebique U.S. patent n. 611907, 4th of October 1898.  &lt;br /&gt;
&lt;br /&gt;
[28] Porcheddu Archive, Dossier Genova, 1897, n. 38/1506, Oriental Market   &lt;br /&gt;
&lt;br /&gt;
[29] Porcheddu Archive – Dossier Genova 1896, n. 15/879, Giant Palace  &lt;br /&gt;
&lt;br /&gt;
[30] W.B. Fuller, S.E. Thompson, The laws of proportioning concrete, Trans. ASCE 59, (1907) 67–143.  &lt;br /&gt;
&lt;br /&gt;
[31] EN 1992-1-1:2004/A1:2014 - EuroCode 2 – Desing of Concrete Structures. General rules and rules for buildings.  &lt;br /&gt;
&lt;br /&gt;
[32] ASTM C192/C192M-18 Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory. &lt;br /&gt;
&lt;br /&gt;
[33] EN 12390-2: 2019 Testing hardened concrete. Part 2: Making and curing specimens for strength tests.&lt;/div&gt;</summary>
		<author><name>Scipediacontent</name></author>	</entry>

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