Comparison of the seismic behaviour between three building tests, all based on a two storey model house

Orta Rial, María Belén; Bustamante Montoro, Rosa y Adell Argiles, Josep Maria (2014). Comparison of the seismic behaviour between three building tests, all based on a two storey model house. En: "9th International Masonry Conference", 7 and 9 July, Guimarães. pp. 110-114.

Descripción

Título: Comparison of the seismic behaviour between three building tests, all based on a two storey model house
Autor/es:
  • Orta Rial, María Belén
  • Bustamante Montoro, Rosa
  • Adell Argiles, Josep Maria
Tipo de Documento: Ponencia en Congreso o Jornada (Artículo)
Título del Evento: 9th International Masonry Conference
Fechas del Evento: 7 and 9 July
Lugar del Evento: Guimarães
Título del Libro: 9th International Masonry Conference
Fecha: 2014
Materias:
Palabras Clave Informales: Integral Masonry System, earthquake resistant construction, hollow brick masonry wall, shake table, quakeproof
Escuela: E.T.S. Arquitectura (UPM)
Departamento: Estructuras y Física de Edificación
Licencias Creative Commons: Reconocimiento - Sin obra derivada - No comercial

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Resumen

Integral Masonry System consisting of intersecting steel trusses alo ng each of the three dimensional directions of space on walls and slabs using any masonry material, had yet been backed up by the previous adobe test for seismic areas. This paper presents the comparison this last test and the adaptation of the IMS using h ollow brick. A prototype based on a two storey model house (6mx6mx6m) has being also built in two different scales in order to maximize the load and size of the shake table: the first one half size the whole building (3mx3mx3m) and the second, a quarter of the real size (3mx3mx6m). Both tests have suffered some mild to moderate damages while supporting the higher seismic action subjected by the shake table, without even fissuring the first test and with very few damages the second one. The thickness of the hollow brick wall and the diameter of the tree - dimensional truss reinforcement were scaled to the real size test in order to ascertain its great structural behaviour in relation to the previous structural model calculations. The aim of this study is to sum marize the results of the research collaboration between the ETSAM - UPM and the PUCP in whose laboratory these tests were carried out.

Más información

ID de Registro: 37103
Identificador DC: http://oa.upm.es/37103/
Identificador OAI: oai:oa.upm.es:37103
Depositado por: Memoria Investigacion
Depositado el: 14 Oct 2015 08:00
Ultima Modificación: 06 Jun 2016 08:00
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