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Experimental Assessment of a Seismic Strengthening Solution for Stone Masonry Walls Using a Wooden Structure

Bibliographic Details
Summary:This paper aims at assessing the efficiency of a strengthening procedure using wooden grids applied to stone masonry walls, built and tested in laboratory conditions. The walls were first tested under cyclic horizontal loads to simulate the effects of horizontal seismic action. The experimental response allowed evaluating the cyclic behavior and estimating strength, stiffness, energy dissipation and available ductility of the walls in their original conditions. Afterwards, the walls were retrofitted and further strengthened using an envelope wooden grid to provide external confinement and adopting two different schemes for the connections between the wooden bars. Walls were tested again using the same setup, loading and boundary conditions. Test results are briefly presented, discussed and finally compared in order to assess the effectiveness of the applied strengthening solution. Results are quite encouraging as demonstrated by the significant increase of available ductility and amount of dissipated energy.
Subject:Engenharia estrutural, Engenharia civil Structural engineering, Civil engineering
Country:Portugal
Document type:book
Access type:Restricted
Associated institution:Repositório Aberto da Universidade do Porto
Language:English
Origin:Repositório Aberto da Universidade do Porto
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conditionsOfAccess_str restricted access
country_str PT
description This paper aims at assessing the efficiency of a strengthening procedure using wooden grids applied to stone masonry walls, built and tested in laboratory conditions. The walls were first tested under cyclic horizontal loads to simulate the effects of horizontal seismic action. The experimental response allowed evaluating the cyclic behavior and estimating strength, stiffness, energy dissipation and available ductility of the walls in their original conditions. Afterwards, the walls were retrofitted and further strengthened using an envelope wooden grid to provide external confinement and adopting two different schemes for the connections between the wooden bars. Walls were tested again using the same setup, loading and boundary conditions. Test results are briefly presented, discussed and finally compared in order to assess the effectiveness of the applied strengthening solution. Results are quite encouraging as demonstrated by the significant increase of available ductility and amount of dissipated energy.
documentTypeURL_str http://purl.org/coar/resource_type/c_2f33
documentType_str book
id 1e5395d9-c991-49fc-838f-35a3a11c3a14
identifierHandle_str https://hdl.handle.net/10216/97275
language eng
relatedInstitutions_str_mv Repositório Aberto da Universidade do Porto
resourceName_str Repositório Aberto da Universidade do Porto
spellingShingle Experimental Assessment of a Seismic Strengthening Solution for Stone Masonry Walls Using a Wooden Structure
Engenharia estrutural, Engenharia civil
Structural engineering, Civil engineering
title Experimental Assessment of a Seismic Strengthening Solution for Stone Masonry Walls Using a Wooden Structure
topic Engenharia estrutural, Engenharia civil
Structural engineering, Civil engineering