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Comparison of the seismic behaviour between three building tests, all based on a two storey model house
Cita
Orta Rial, María Belén 
ORCID: https://orcid.org/0000-0001-9290-1911, Bustamante Montoro, Rosa ORCID: https://orcid.org/0000-0003-0615-9410 and Adell Argilés, Josep María ORCID: https://orcid.org/0000-0001-7028-6313
(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.
ORCID: https://orcid.org/0000-0001-9290-1911, Bustamante Montoro, Rosa ORCID: https://orcid.org/0000-0003-0615-9410 and Adell Argilés, Josep María ORCID: https://orcid.org/0000-0001-7028-6313
(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: |
|
| 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: | |
| ODS: | |
| 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 |
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: | https://oa.upm.es/37103/ |
| Identificador OAI: | oai:oa.upm.es:37103 |
| Depositado por: | Memoria Investigacion |
| Depositado el: | 14 Oct 2015 08:00 |
| Ultima Modificación: | 08 May 2020 07:51 |
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