Capacity degradation and crack pattern development in a multi-storey unreinforced masonry building

Capacity degradation and crack pattern development in a multi-storey unreinforced masonry building

A seismic assessment of a typical unreinforced masonry residential building without tie beams is presented in the paper. The numerical analysis was conducted according to the finite-element method using experimental data on the quality of the masonry constitutive elements and reinforced concrete. Th...

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Main Authors: Naida Ademović, Mustafa Hrasnica
Format: Article
Language:English
Published: Croatian Association of Civil Engineers 2015-05-01
Series:Građevinar
Online Access:https://doi.org/10.14256/JCE.1191.2014
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spelling doaj-849b6ac46f5f4aa59f4605d3d0c7e5bc2020-11-25T00:32:56ZengCroatian Association of Civil EngineersGrađevinar0350-24651333-90952015-05-016704.35136110.14256/JCE.1191.2014138695Capacity degradation and crack pattern development in a multi-storey unreinforced masonry buildingNaida AdemovićMustafa HrasnicaA seismic assessment of a typical unreinforced masonry residential building without tie beams is presented in the paper. The numerical analysis was conducted according to the finite-element method using experimental data on the quality of the masonry constitutive elements and reinforced concrete. The computation was made using the nonlinear static pushover analysis and nonlinear dynamic time history analysis. The crack development pattern was compared for the procedures, as well as parts of the hysteresis curves.https://doi.org/10.14256/JCE.1191.2014
collection DOAJ
language English
format Article
sources DOAJ
author Naida Ademović
Mustafa Hrasnica
spellingShingle Naida Ademović
Mustafa Hrasnica
Capacity degradation and crack pattern development in a multi-storey unreinforced masonry building
Građevinar
author_facet Naida Ademović
Mustafa Hrasnica
author_sort Naida Ademović
title Capacity degradation and crack pattern development in a multi-storey unreinforced masonry building
title_short Capacity degradation and crack pattern development in a multi-storey unreinforced masonry building
title_full Capacity degradation and crack pattern development in a multi-storey unreinforced masonry building
title_fullStr Capacity degradation and crack pattern development in a multi-storey unreinforced masonry building
title_full_unstemmed Capacity degradation and crack pattern development in a multi-storey unreinforced masonry building
title_sort capacity degradation and crack pattern development in a multi-storey unreinforced masonry building
publisher Croatian Association of Civil Engineers
series Građevinar
issn 0350-2465
1333-9095
publishDate 2015-05-01
description A seismic assessment of a typical unreinforced masonry residential building without tie beams is presented in the paper. The numerical analysis was conducted according to the finite-element method using experimental data on the quality of the masonry constitutive elements and reinforced concrete. The computation was made using the nonlinear static pushover analysis and nonlinear dynamic time history analysis. The crack development pattern was compared for the procedures, as well as parts of the hysteresis curves.
url https://doi.org/10.14256/JCE.1191.2014
work_keys_str_mv AT naidaademovic capacitydegradationandcrackpatterndevelopmentinamultistoreyunreinforcedmasonrybuilding
AT mustafahrasnica capacitydegradationandcrackpatterndevelopmentinamultistoreyunreinforcedmasonrybuilding
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