Analysis of flood impacts on masonry structures and mitigation measures
The impact of floods can be devastating to buildings, especially in countries and villages in mountainous areas. Based on the flood impact risk analysis results, two methods are suggested by authors to improve the flood impact defense capability of rural buildings in this paper: increasing the stren...
Guardado en:
Autores principales: | , , |
---|---|
Formato: | article |
Lenguaje: | EN |
Publicado: |
Wiley
2021
|
Materias: | |
Acceso en línea: | https://doaj.org/article/b982ab1a39284d0398bb56542213c454 |
Etiquetas: |
Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
|
id |
oai:doaj.org-article:b982ab1a39284d0398bb56542213c454 |
---|---|
record_format |
dspace |
spelling |
oai:doaj.org-article:b982ab1a39284d0398bb56542213c4542021-11-11T05:32:09ZAnalysis of flood impacts on masonry structures and mitigation measures1753-318X10.1111/jfr3.12743https://doaj.org/article/b982ab1a39284d0398bb56542213c4542021-12-01T00:00:00Zhttps://doi.org/10.1111/jfr3.12743https://doaj.org/toc/1753-318XThe impact of floods can be devastating to buildings, especially in countries and villages in mountainous areas. Based on the flood impact risk analysis results, two methods are suggested by authors to improve the flood impact defense capability of rural buildings in this paper: increasing the strength of the mortar used in masonry structures, as well as adding reinforced concrete (RC) columns and circle beams to masonry structures. The impact of floods on the reinforced masonry structures is simulated numerically, and the failure process, stress, and deformation behaviors of masonry structures are analyzed. Compared to the computational results of normal masonry structures, the advantages of the two methods proposed in this manuscript are studied. Increasing the mortar strength slows the rate of damage to the masonry structure but does not improve the deformation or the failure behaviors. Increasing the mortar strength slightly decreases the first principal stress on the mortar and brick elements but has no effect on the third principal stress. Adding the RC frames not only delays the damage to the building and improves the failure behavior of the masonry structure but also decreases the first and third principle stresses of the brick and mortar elements.Shiyun XiaoNa LiXiaoyang GuoWileyarticledefense measurefloodimpactmasonry structurerisk analysisRiver protective works. Regulation. Flood controlTC530-537Disasters and engineeringTA495ENJournal of Flood Risk Management, Vol 14, Iss 4, Pp n/a-n/a (2021) |
institution |
DOAJ |
collection |
DOAJ |
language |
EN |
topic |
defense measure flood impact masonry structure risk analysis River protective works. Regulation. Flood control TC530-537 Disasters and engineering TA495 |
spellingShingle |
defense measure flood impact masonry structure risk analysis River protective works. Regulation. Flood control TC530-537 Disasters and engineering TA495 Shiyun Xiao Na Li Xiaoyang Guo Analysis of flood impacts on masonry structures and mitigation measures |
description |
The impact of floods can be devastating to buildings, especially in countries and villages in mountainous areas. Based on the flood impact risk analysis results, two methods are suggested by authors to improve the flood impact defense capability of rural buildings in this paper: increasing the strength of the mortar used in masonry structures, as well as adding reinforced concrete (RC) columns and circle beams to masonry structures. The impact of floods on the reinforced masonry structures is simulated numerically, and the failure process, stress, and deformation behaviors of masonry structures are analyzed. Compared to the computational results of normal masonry structures, the advantages of the two methods proposed in this manuscript are studied. Increasing the mortar strength slows the rate of damage to the masonry structure but does not improve the deformation or the failure behaviors. Increasing the mortar strength slightly decreases the first principal stress on the mortar and brick elements but has no effect on the third principal stress. Adding the RC frames not only delays the damage to the building and improves the failure behavior of the masonry structure but also decreases the first and third principle stresses of the brick and mortar elements. |
format |
article |
author |
Shiyun Xiao Na Li Xiaoyang Guo |
author_facet |
Shiyun Xiao Na Li Xiaoyang Guo |
author_sort |
Shiyun Xiao |
title |
Analysis of flood impacts on masonry structures and mitigation measures |
title_short |
Analysis of flood impacts on masonry structures and mitigation measures |
title_full |
Analysis of flood impacts on masonry structures and mitigation measures |
title_fullStr |
Analysis of flood impacts on masonry structures and mitigation measures |
title_full_unstemmed |
Analysis of flood impacts on masonry structures and mitigation measures |
title_sort |
analysis of flood impacts on masonry structures and mitigation measures |
publisher |
Wiley |
publishDate |
2021 |
url |
https://doaj.org/article/b982ab1a39284d0398bb56542213c454 |
work_keys_str_mv |
AT shiyunxiao analysisoffloodimpactsonmasonrystructuresandmitigationmeasures AT nali analysisoffloodimpactsonmasonrystructuresandmitigationmeasures AT xiaoyangguo analysisoffloodimpactsonmasonrystructuresandmitigationmeasures |
_version_ |
1718439531963744256 |