Earthqueake - Integral Masonry System tested in Lima: Buildings performances of Adobe & Hollow Brick

Bustamante Montoro, Rosa (2010). Earthqueake - Integral Masonry System tested in Lima: Buildings performances of Adobe & Hollow Brick. En: "8th International Masonry Conference 2010", 04/07/2010 - 05/07/2010, Dresden, Alemania.

Descripción

Título: Earthqueake - Integral Masonry System tested in Lima: Buildings performances of Adobe & Hollow Brick
Autor/es:
  • Bustamante Montoro, Rosa
Tipo de Documento: Ponencia en Congreso o Jornada (Artículo)
Título del Evento: 8th International Masonry Conference 2010
Fechas del Evento: 04/07/2010 - 05/07/2010
Lugar del Evento: Dresden, Alemania
Título del Libro: Proceedings of the 8th International Masonry Conference 2010
Fecha: 2010
Materias:
Palabras Clave Informales: Integral Masonry System, earthquake resistant construction, adobe and hollow brick masonry, prefabricated truss-reinforcement.
Escuela: E.T.S. Arquitectura (UPM)
Departamento: Construcción y Tecnología Arquitectónica
Licencias Creative Commons: Reconocimiento - Sin obra derivada - No comercial

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Resumen

This paper presents an adaptation of the Integral Masonry System (IMS) developed in Europe under the trade name of the “AllWall System”, for adobe without mortar or hollow clay masonry walls with mortar, in order to allow the construction of housing in developing seismic areas. The prefabricated galvanized electrowelded wire truss-reinforcement is employed in the IMS. This truss-reinforcement may intersect in the three spatial directions and allows the construction of reinforced walls and slabs with these very lightweight and manageable components. These only require infilling with block masonry to provide sufficient rigidity to the structure. A two-storey 3 m x 3 m x 3 m adobe based integral masonry system has been tested on a seismic plate at one half scale at the PUCP (Pontificia Universidad Católica del Peru) in Lima (2008) in collaboration with the UPM (Universidad Politécnica de Madrid) in order to assure the viability of this new type of building construction for seismic areas. A similar test has also been done with hollow brick in 2009, with the same Universities colaboration. The comparation of the results of these tests (at 0.5 scale of a 6 m x 6 m x 6 m building) have shown that the Earthquake - Integral Masonry System remains stable without significant cracking in adobe (2008) and without any cracks in hollow brick (2009)

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ID de Registro: 7791
Identificador DC: http://oa.upm.es/7791/
Identificador OAI: oai:oa.upm.es:7791
Depositado por: Memoria Investigacion
Depositado el: 03 Ago 2011 11:00
Ultima Modificación: 20 Abr 2016 16:49
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