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Seismic and Restoration Assessment of Monumental Masonry Structures
Masonry structures are complex systems that require detailed knowledge and information regarding their response under seismic excitations. Appropriate modelling of a masonry structure is a prerequisite for a reliable earthquake-resistant design and/or assessment. However, modelling a real structure...
Autores principales: | , , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2017
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5578261/ https://www.ncbi.nlm.nih.gov/pubmed/28767073 http://dx.doi.org/10.3390/ma10080895 |
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author | Asteris, Panagiotis G. Douvika, Maria G. Apostolopoulou, Maria Moropoulou, Antonia |
author_facet | Asteris, Panagiotis G. Douvika, Maria G. Apostolopoulou, Maria Moropoulou, Antonia |
author_sort | Asteris, Panagiotis G. |
collection | PubMed |
description | Masonry structures are complex systems that require detailed knowledge and information regarding their response under seismic excitations. Appropriate modelling of a masonry structure is a prerequisite for a reliable earthquake-resistant design and/or assessment. However, modelling a real structure with a robust quantitative (mathematical) representation is a very difficult, complex and computationally-demanding task. The paper herein presents a new stochastic computational framework for earthquake-resistant design of masonry structural systems. The proposed framework is based on the probabilistic behavior of crucial parameters, such as material strength and seismic characteristics, and utilizes fragility analysis based on different failure criteria for the masonry material. The application of the proposed methodology is illustrated in the case of a historical and monumental masonry structure, namely the assessment of the seismic vulnerability of the Kaisariani Monastery, a byzantine church that was built in Athens, Greece, at the end of the 11th to the beginning of the 12th century. Useful conclusions are drawn regarding the effectiveness of the intervention techniques used for the reduction of the vulnerability of the case-study structure, by means of comparison of the results obtained. |
format | Online Article Text |
id | pubmed-5578261 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2017 |
publisher | MDPI |
record_format | MEDLINE/PubMed |
spelling | pubmed-55782612017-09-05 Seismic and Restoration Assessment of Monumental Masonry Structures Asteris, Panagiotis G. Douvika, Maria G. Apostolopoulou, Maria Moropoulou, Antonia Materials (Basel) Article Masonry structures are complex systems that require detailed knowledge and information regarding their response under seismic excitations. Appropriate modelling of a masonry structure is a prerequisite for a reliable earthquake-resistant design and/or assessment. However, modelling a real structure with a robust quantitative (mathematical) representation is a very difficult, complex and computationally-demanding task. The paper herein presents a new stochastic computational framework for earthquake-resistant design of masonry structural systems. The proposed framework is based on the probabilistic behavior of crucial parameters, such as material strength and seismic characteristics, and utilizes fragility analysis based on different failure criteria for the masonry material. The application of the proposed methodology is illustrated in the case of a historical and monumental masonry structure, namely the assessment of the seismic vulnerability of the Kaisariani Monastery, a byzantine church that was built in Athens, Greece, at the end of the 11th to the beginning of the 12th century. Useful conclusions are drawn regarding the effectiveness of the intervention techniques used for the reduction of the vulnerability of the case-study structure, by means of comparison of the results obtained. MDPI 2017-08-02 /pmc/articles/PMC5578261/ /pubmed/28767073 http://dx.doi.org/10.3390/ma10080895 Text en © 2017 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/). |
spellingShingle | Article Asteris, Panagiotis G. Douvika, Maria G. Apostolopoulou, Maria Moropoulou, Antonia Seismic and Restoration Assessment of Monumental Masonry Structures |
title | Seismic and Restoration Assessment of Monumental Masonry Structures |
title_full | Seismic and Restoration Assessment of Monumental Masonry Structures |
title_fullStr | Seismic and Restoration Assessment of Monumental Masonry Structures |
title_full_unstemmed | Seismic and Restoration Assessment of Monumental Masonry Structures |
title_short | Seismic and Restoration Assessment of Monumental Masonry Structures |
title_sort | seismic and restoration assessment of monumental masonry structures |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5578261/ https://www.ncbi.nlm.nih.gov/pubmed/28767073 http://dx.doi.org/10.3390/ma10080895 |
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