Vertically perforated clay brick masonry for loadbearing and non-loadbearing masonry walls
Main Author: | |
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Publication Date: | 2010 |
Other Authors: | , , |
Format: | Article |
Language: | eng |
Source: | Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) |
Download full: | https://hdl.handle.net/1822/67690 |
Summary: | The work presented in this paper deals with the development of a solution for structural masonry walls to be used in zones with different seismic hazard and also a solution for enclosure walls for replacement of traditional cavity walls. A key concern on modern construction is sustainability, particularly with respect to energy efficient buildings, as energy consumption of buildings represents a significant share of the total consumption of energy. The novel clay masonry unit proposed here ensures an appropriate thermal and mechanical performance. Besides the description of the optimization process to obtain a proper thermal performance, the paper addresses mechanical validation based on a set of experimental tests carried out on units and masonry walls under uniaxial compressive loading. Additionally, a set of in-plane cyclic tests were carried out on masonry walls in order to assess the performance of the system under seismic loading. The results indicate that the proposed masonry unit leads to adequate thermal and mechanical behavior. |
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Vertically perforated clay brick masonry for loadbearing and non-loadbearing masonry wallsClay brick unitsMasonry wallsThermalMechanical propertiesIn-plane loadingIn-plane resistanceEngenharia e Tecnologia::Engenharia CivilScience & TechnologyThe work presented in this paper deals with the development of a solution for structural masonry walls to be used in zones with different seismic hazard and also a solution for enclosure walls for replacement of traditional cavity walls. A key concern on modern construction is sustainability, particularly with respect to energy efficient buildings, as energy consumption of buildings represents a significant share of the total consumption of energy. The novel clay masonry unit proposed here ensures an appropriate thermal and mechanical performance. Besides the description of the optimization process to obtain a proper thermal performance, the paper addresses mechanical validation based on a set of experimental tests carried out on units and masonry walls under uniaxial compressive loading. Additionally, a set of in-plane cyclic tests were carried out on masonry walls in order to assess the performance of the system under seismic loading. The results indicate that the proposed masonry unit leads to adequate thermal and mechanical behavior.- (undefined)Elsevier Science LtdUniversidade do MinhoLourenço, Paulo B.Vasconcelos, GraçaMedeiros, P.Gouveia, J.20102010-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/1822/67690eng0950-061810.1016/j.conbuildmat.2010.04.010https://www.sciencedirect.com/science/article/pii/S0950061810001303info:eu-repo/semantics/openAccessreponame:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)instname:FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiainstacron:RCAAP2025-04-12T04:56:45Zoai:repositorium.sdum.uminho.pt:1822/67690Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireinfo@rcaap.ptopendoar:https://opendoar.ac.uk/repository/71602025-05-28T15:48:32.284423Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiafalse |
dc.title.none.fl_str_mv |
Vertically perforated clay brick masonry for loadbearing and non-loadbearing masonry walls |
title |
Vertically perforated clay brick masonry for loadbearing and non-loadbearing masonry walls |
spellingShingle |
Vertically perforated clay brick masonry for loadbearing and non-loadbearing masonry walls Lourenço, Paulo B. Clay brick units Masonry walls Thermal Mechanical properties In-plane loading In-plane resistance Engenharia e Tecnologia::Engenharia Civil Science & Technology |
title_short |
Vertically perforated clay brick masonry for loadbearing and non-loadbearing masonry walls |
title_full |
Vertically perforated clay brick masonry for loadbearing and non-loadbearing masonry walls |
title_fullStr |
Vertically perforated clay brick masonry for loadbearing and non-loadbearing masonry walls |
title_full_unstemmed |
Vertically perforated clay brick masonry for loadbearing and non-loadbearing masonry walls |
title_sort |
Vertically perforated clay brick masonry for loadbearing and non-loadbearing masonry walls |
author |
Lourenço, Paulo B. |
author_facet |
Lourenço, Paulo B. Vasconcelos, Graça Medeiros, P. Gouveia, J. |
author_role |
author |
author2 |
Vasconcelos, Graça Medeiros, P. Gouveia, J. |
author2_role |
author author author |
dc.contributor.none.fl_str_mv |
Universidade do Minho |
dc.contributor.author.fl_str_mv |
Lourenço, Paulo B. Vasconcelos, Graça Medeiros, P. Gouveia, J. |
dc.subject.por.fl_str_mv |
Clay brick units Masonry walls Thermal Mechanical properties In-plane loading In-plane resistance Engenharia e Tecnologia::Engenharia Civil Science & Technology |
topic |
Clay brick units Masonry walls Thermal Mechanical properties In-plane loading In-plane resistance Engenharia e Tecnologia::Engenharia Civil Science & Technology |
description |
The work presented in this paper deals with the development of a solution for structural masonry walls to be used in zones with different seismic hazard and also a solution for enclosure walls for replacement of traditional cavity walls. A key concern on modern construction is sustainability, particularly with respect to energy efficient buildings, as energy consumption of buildings represents a significant share of the total consumption of energy. The novel clay masonry unit proposed here ensures an appropriate thermal and mechanical performance. Besides the description of the optimization process to obtain a proper thermal performance, the paper addresses mechanical validation based on a set of experimental tests carried out on units and masonry walls under uniaxial compressive loading. Additionally, a set of in-plane cyclic tests were carried out on masonry walls in order to assess the performance of the system under seismic loading. The results indicate that the proposed masonry unit leads to adequate thermal and mechanical behavior. |
publishDate |
2010 |
dc.date.none.fl_str_mv |
2010 2010-01-01T00:00:00Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
https://hdl.handle.net/1822/67690 |
url |
https://hdl.handle.net/1822/67690 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
0950-0618 10.1016/j.conbuildmat.2010.04.010 https://www.sciencedirect.com/science/article/pii/S0950061810001303 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Elsevier Science Ltd |
publisher.none.fl_str_mv |
Elsevier Science Ltd |
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