Shaking table study of masonry buildings with reinforced plaster

The objective of this study is to determine seismic behaviour of masonry buildings with reinforced plaster mortar, with a particular focus on the modification of structural response due to application of the polypropylene and steel reinforced plaster, as compared to an ordinary type of plaster. The...

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Main Authors: Hakan Başaran, Ali Demir, Muhiddin Bağcı, Emre Ercan
Format: Article
Language:English
Published: Croatian Association of Civil Engineers 2014-08-01
Series:Građevinar
Online Access:https://doi.org/10.14256/JCE.1036.2014
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spelling doaj-59ab774221e9494091fd686983028b042020-11-25T00:50:21ZengCroatian Association of Civil EngineersGrađevinar0350-24651333-90952014-08-016607.62563310.14256/JCE.1036.2014125585Shaking table study of masonry buildings with reinforced plasterHakan BaşaranAli DemirMuhiddin BağcıEmre ErcanThe objective of this study is to determine seismic behaviour of masonry buildings with reinforced plaster mortar, with a particular focus on the modification of structural response due to application of the polypropylene and steel reinforced plaster, as compared to an ordinary type of plaster. The resistance of one-storey single-span masonry buildings subjected to seismic load on the shaking table is investigated in the study. Experimental results revealed natural periods, response acceleration spectrums, and spectrum interactions of masonry buildings. In addition, finite element models of test buildings were established, and their results were compared with those obtained during experimental studyhttps://doi.org/10.14256/JCE.1036.2014
collection DOAJ
language English
format Article
sources DOAJ
author Hakan Başaran
Ali Demir
Muhiddin Bağcı
Emre Ercan
spellingShingle Hakan Başaran
Ali Demir
Muhiddin Bağcı
Emre Ercan
Shaking table study of masonry buildings with reinforced plaster
Građevinar
author_facet Hakan Başaran
Ali Demir
Muhiddin Bağcı
Emre Ercan
author_sort Hakan Başaran
title Shaking table study of masonry buildings with reinforced plaster
title_short Shaking table study of masonry buildings with reinforced plaster
title_full Shaking table study of masonry buildings with reinforced plaster
title_fullStr Shaking table study of masonry buildings with reinforced plaster
title_full_unstemmed Shaking table study of masonry buildings with reinforced plaster
title_sort shaking table study of masonry buildings with reinforced plaster
publisher Croatian Association of Civil Engineers
series Građevinar
issn 0350-2465
1333-9095
publishDate 2014-08-01
description The objective of this study is to determine seismic behaviour of masonry buildings with reinforced plaster mortar, with a particular focus on the modification of structural response due to application of the polypropylene and steel reinforced plaster, as compared to an ordinary type of plaster. The resistance of one-storey single-span masonry buildings subjected to seismic load on the shaking table is investigated in the study. Experimental results revealed natural periods, response acceleration spectrums, and spectrum interactions of masonry buildings. In addition, finite element models of test buildings were established, and their results were compared with those obtained during experimental study
url https://doi.org/10.14256/JCE.1036.2014
work_keys_str_mv AT hakanbasaran shakingtablestudyofmasonrybuildingswithreinforcedplaster
AT alidemir shakingtablestudyofmasonrybuildingswithreinforcedplaster
AT muhiddinbagcı shakingtablestudyofmasonrybuildingswithreinforcedplaster
AT emreercan shakingtablestudyofmasonrybuildingswithreinforcedplaster
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