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		<id>http://www.colloquiam.com/wd/index.php?title=Lopez-Manzanares_et_al_2021a&amp;diff=233325&amp;oldid=prev</id>
		<title>Scipediacontent: Scipediacontent moved page Draft Content 285334944 to Lopez-Manzanares et al 2021a</title>
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				<updated>2021-11-30T13:38:43Z</updated>
		
		<summary type="html">&lt;p&gt;Scipediacontent moved page &lt;a href=&quot;/public/Draft_Content_285334944&quot; class=&quot;mw-redirect&quot; title=&quot;Draft Content 285334944&quot;&gt;Draft Content 285334944&lt;/a&gt; to &lt;a href=&quot;/public/Lopez-Manzanares_et_al_2021a&quot; title=&quot;Lopez-Manzanares et al 2021a&quot;&gt;Lopez-Manzanares 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 13:38, 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>http://www.colloquiam.com/wd/index.php?title=Lopez-Manzanares_et_al_2021a&amp;diff=233324&amp;oldid=prev</id>
		<title>Scipediacontent: Created page with &quot;== Abstract ==  The  effects  of  the  2015  Gorkha  earthquake  in  Nepal  revealed  deficiencies  in  the   most recent vernacular architecture,   which no longer   uses woo...&quot;</title>
		<link rel="alternate" type="text/html" href="http://www.colloquiam.com/wd/index.php?title=Lopez-Manzanares_et_al_2021a&amp;diff=233324&amp;oldid=prev"/>
				<updated>2021-11-30T13:38:40Z</updated>
		
		<summary type="html">&lt;p&gt;Created page with &amp;quot;== Abstract ==  The  effects  of  the  2015  Gorkha  earthquake  in  Nepal  revealed  deficiencies  in  the   most recent vernacular architecture,   which no longer   uses woo...&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  effects  of  the  2015  Gorkha  earthquake  in  Nepal  revealed  deficiencies  in  the   most recent vernacular architecture,   which no longer   uses wooden reinforcements  due to   national anti-deforestation laws. It also highlighted the shortcomings found   in  reinforced  concrete architecture, which is generally scanty and poorly reinforced due to the high import cost of construction steel. The geography of Nepal has led to the  development  of  a  wide   variety  of  vernacular  architecture  using local  materials  such  as  stone,  brick  or  earth  in  the   form of rammed earth and adobe walls  [1]. Moreover, although its tradition in the construction of vaults is not as prominent as in  neighbouring  regions  of  India,  Nepal  has  developed its own tradition in the construction of vaults and domes, which are generally self-supporting and made of brick or adobe with lime mortar. The design of a prototype of seismic house  in  Nepal  aims  to  use  a  modular  housing  unit  with  rammed  earth  walls  and/or  walls   made  of  materials  recycled  from  previous  earthquakes,  as  well   as  tile  vaults   with  bamboo   sleepers, and possibly vegetable fibre  grids. These avoid the use of imported materials,   favouring km0 and sustainable  materials  while  following local tradition.  Several  potential housing units have undergone linear seismic analysis on finite element models, with  variations in planimetric layout and the types of tile vault, from the simpler barrel vault to the sail  vault.  Both are analysed searching for the best shape in terms of seismic efficiency,  evaluating stress and strain state.   The results obtained from this preliminary study  clearly   show  that,  under  seismic  actions, the  response  from  the  construction  system  using depressed  sail vaults and rammed earth walls with bamboo reinforcements   is   more  efficient and   homogeneous in terms of tension and   deformation. This is due to the  geometric symmetry   which determines the same response in several directions, unlike vaults with a characteristically  strong  directionality  (barrel  vault).  The  seismic  &lt;br /&gt;
response  of  the  prototype  described  is  examined  by  assessing  the  influence  in  terms  of thrust  and  deformation  of  bamboo  reinforcements  inside  the  walls.  For  this,  laboratory  tests are  used  to  identify  the   mechanical  characteristics  of  bamboo  to  be  employed  in  the finite element modelling and   calculation,  as  the  values  found  in  the  literature  vary depending  on  the  physical  and chemical characteristics of the material. This study therefore proposes a more sustainable architectural model with greater antiseismic resistance, always in keeping with local constructive tradition.&lt;br /&gt;
&lt;br /&gt;
== Full document ==&lt;br /&gt;
&amp;lt;pdf&amp;gt;Media:Draft_Content_285334944p1067.pdf&amp;lt;/pdf&amp;gt;&lt;br /&gt;
== References ==&lt;br /&gt;
&lt;br /&gt;
[1]  CBS 2014, Annual household survey. Gov.Nepal. Katmandú (2014).  &lt;br /&gt;
&lt;br /&gt;
[2]  Bui,  T.T.,  Bui,  Q.B.,  Limam,  A.,  Maximilien,  S.  Failure  of  rammed  earth  walls:  From  observations to quantifications. Constr. and Building Materials (2014) 51: 295–302.  &lt;br /&gt;
&lt;br /&gt;
[3]  Bui, T.T., Bui, Q.B., Limam, A., Morel, J.C. Modeling rammed earth wall using discrete  element method. Continuum Mech. Thermodyn. (2016) 28:523–538.  &lt;br /&gt;
&lt;br /&gt;
[4]  Bui,  Q.  B.,  Morel,  J.,  Hans,  S.,  Meunier,  N.  Compression  behaviour  of  non-industrial materials  in  civil  engineering  by  three  scale  experiments:  The  case  of  rammed  earth. Materials and Structures/Materiaux et Constructions (2009) 42(8): 1101-1116.  &lt;br /&gt;
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[5]  Gomes,  M.I.,  Lopes,  M.  And  De  Brito,  J.  Seismic  resistance  of  earth  construction  in  Portugal. Engineering Structures (2011) 33(3): 932-941.  &lt;br /&gt;
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[6]  Lilley  D.M.,  Robinson  J.  Ultimate  strength  of  rammed  earth  walls  with  openings.  In:  Proceedings of the Inst. of Civil Eng. – Struc. and Buildings (1995) 110(3): 278 – 287.  &lt;br /&gt;
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[7]  Jaquin P. A., Augarde C.E., Gerrard C.M. Analysis of historic rammed earth construction.  In: Structural analysis of historical constructions, New Delhi (2006).  &lt;br /&gt;
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[8]  Miccoli,  L.,  Drougkas,  A.,  Müller,  U.  In-plane  behavior  of  rammed  earth  under  cyclic  loading:  Experimental  testing  and  finite  element  modelling.  Eng.  Struct.  (2016)  125: 144–152.  &lt;br /&gt;
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[9]  Nowamooz, H., Chazallon, C. Finite element modelling of a rammed earth wall. Construction and Building Materials (2010) 25(4): 2112-2121.  &lt;br /&gt;
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[10] Bui,  Q.B.;  Bui,  T.T.;  Limam,  A.  Assessing  the  seismic  performance  of  rammed earth walls by using discrete elements. Cogent Eng. 2016, 3, 1200835.  &lt;br /&gt;
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[11] Liu K, Wang YA, Wang M. Experimental and numerical study of enhancing the seismic  behavior  of  rammed  earth  buildings.  In:  Advanced  Materials  Research  Vols  919-921 (2014) pp. 925-931.  &lt;br /&gt;
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[12] El-Nabouch R., Bui Q.B., Plé O., Perrotin P. Assessing the in-plane seismic performance  of rammed earth walls by using horizontal loading tests, Engineering Structures, (2017) 145: 153-161.  &lt;br /&gt;
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[13] Allinson, D., Hall, M. Hygrothermal analysis of a stabilized rammed earth test building in the UK. Energy and Buildings (2010) 42: 845–852.  &lt;br /&gt;
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[14] Soudani, L., Fabbri, A. Morel, J.C. Assessment of the validity of some common assumptions  in  hygrothermal  modelling  of  earth-based  materials.  Energy  and  Building  (2016) 116: 498–511.  &lt;br /&gt;
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[15] NZ  4297.  1998  Engineering  design  of  earth  buildings.  New  Zealand:  Earth  Building.  Association of New Zealand.  &lt;br /&gt;
&lt;br /&gt;
[16] Maldonado  Ramos,  L.,  Castilla  Pascual  F.  J.,  Vela  Cossio  F.  La  técnica  del  tapial  en  la  Comunidad Autónoma de Madrid. Aplicación de nuevos materiales para la consolidación de muros de tapia. Informes de la construcción (1997) Vol. 49 452: 27-37. &lt;br /&gt;
&lt;br /&gt;
[17] Ramage,  M.,  Ochsendorf,  J.,  Rich,  P.  Sustainable  shells:  New  African  vaults  built  with  soil-cement tiles. Journal of the IASS (2010, December) Vol. 51(4): 255-261.  &lt;br /&gt;
&lt;br /&gt;
[18] Block,  P.,  DeJong,  M.,  Davis,  L.,  Ochsendorf,  J.  Tile  vaulted  systems  for  low-cost  construction in Africa. Journal of the African Technology Development Forum (ATDF) – Special Issue on Architecture for Development (2010) 7: 4-13.  &lt;br /&gt;
&lt;br /&gt;
[19] Block, P., Van Mele, T., &amp;amp;amp; Rippmann, M. Structural Stone Surfaces: New Compression  Shells Inspired by the Past. Architectural Design (2015) 85(5): 74–79.  &lt;br /&gt;
&lt;br /&gt;
[20] Bhattacharya, S., Ghosh, J.S., Sahoo, D. K., Dey N., Pal A. Screening of superior fiber- quality-traits  among  wild  accessions  of  Bambusa  balcooa:  efficient  and  non-invasive  evaluation of fiber developmental stages. Annals of Forest Science, Springer Verlag/EDP Sciences (2010) 67 (6).  &lt;br /&gt;
&lt;br /&gt;
[21] Kaminski,  S.,  Lawrence,  A.,  Trujillo,  D.,  Feltham,  I.,  Lopez,  L.F.  Structural  use  of   bamboo. Part 3: Design values. Structural Engineer (2016) 94 (12).  &lt;br /&gt;
&lt;br /&gt;
[22] Sanchez Vivas, L., Mullins, G., Cunningham, J. A., Mihelcic, J. R. Mechanical properties  of  bamboo:  a  research  synthesis  of  strength  values  and  the  factors  influencing  them.  Journal of American Bamboo Society (2019, October) 29(7): 1-22.  &lt;br /&gt;
&lt;br /&gt;
[23] Awalluddin, D., Ariffin, M. A., Osman, M., Hussin, M., Ismail, M., Lee, H., Abdul S. L.,  Nor H. Mechanical properties of different bamboo species. MATEC Web of Conferences (2017) 138: 01024.  &lt;br /&gt;
&lt;br /&gt;
[24] Sharma,  B.,  Gatóo,  A.,  Bock,  M.  and  Ramage,  M.  Engineered  bamboo  for structural  applications. In: Construction and Building Materials (2015) 81: 66–73.  &lt;br /&gt;
&lt;br /&gt;
[25] Yiping,  L.,  Yanxia,  L.,  Buckingham,  K.,  Henley,  G.,  Guomo,  Z.  Bamboo  and Climate Change Mitigation. (2010).  &lt;br /&gt;
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[26]  Seema Jain, R. K., Jindal, U. C. Mechanical behavior of bamboo and bamboo composite.  In: Journal of Materials Science 27 (1992) 4598-4604.  &lt;br /&gt;
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[27] Aiping,  Z.,  Dongsheng,  H.,  Haitao,  L.  and  Yi,  S.  Hybrid  approach  to  determine  the  mechanical  parameters  of  fibers  and  matrixes  of  bamboo.  Construction  and  Building Materials (2012) 35: 191–196.  &lt;br /&gt;
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[28] Tripura,  D.D.,  Singh,  K.D.  Axial  Load-Capacity  of  Bamboo-Steel  Reinforced  Cement   Stabilised Rammed Earth Columns. Struc. Engineering International. (2016) 29 (10).  &lt;br /&gt;
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[29] Tripura, D.D, Singh, K.D. Mechanical behaviour of rammed earth column: a comparison  between unreinforced, steel and bamboo reinforced columns. Materiales de Construcción (2018) 68 (332) 174.  &lt;br /&gt;
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[30] DeJong,  M.J.,  Ramage,  M.H.,  Travers,  B.,  Terry,  S.  Testing  and  analysis  of  geogrid-reinforced  thin-shell  masonry.  In  Proceedings  of  the  IABSE-IASS  Symposium,  London (2011, September).  &lt;br /&gt;
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[31] Ramage,  M.H.,  DeJong,  M.J.  Design  and  construction  of  geogrid-reinforced  thin-shell  masonry. In Proceedings of the IABSE-IASS Symposium, London (2011, September).   &lt;br /&gt;
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[32] Nepal Building Codes (NBC-105). Seismic design of buildings in Nepal. Dep. of Urban Dev. and Buil. Constr. Min. of Housing and Physical Planning, Gov. of Nepal (1994).&lt;/div&gt;</summary>
		<author><name>Scipediacontent</name></author>	</entry>

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