Nonlinear Simulation and Vulnerability Analysis of Masonry Structures Impacted by Flash Floods
The vulnerability of buildings impacted by flash floods is often assessed by empirical approaches. However, the damage-developing mechanisms of buildings remain unclear. This study presented a nonlinear numerical analysis for the interaction between flash floods and masonry structures. A new Structu...
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| Main Authors: | , , , , , |
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| Format: | Article |
| Language: | English |
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Wiley
2021-01-01
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| Series: | Shock and Vibration |
| Online Access: | http://dx.doi.org/10.1155/2021/6682234 |
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| author | Qi Fang Shuguang Liu Guihui Zhong Hong Zhang Jiyu Liang Yiwei Zhen |
| author_facet | Qi Fang Shuguang Liu Guihui Zhong Hong Zhang Jiyu Liang Yiwei Zhen |
| author_sort | Qi Fang |
| collection | DOAJ |
| description | The vulnerability of buildings impacted by flash floods is often assessed by empirical approaches. However, the damage-developing mechanisms of buildings remain unclear. This study presented a nonlinear numerical analysis for the interaction between flash floods and masonry structures. A new Structured ALE (S-ALE) solver in an explicit finite element platform LS-DYNA was applied. Thirty different scenarios, including two different FE models, three different water depths, and five different flow velocities, were studied. Nonlinear structural responses and failure mechanisms of masonry structures were analyzed and compared. Results showed that due to the consideration of wall damage, the time evolution of the impact force on the entire building was distributed in a multipeak pattern. Under the impact of flash floods, the building was in a complex bending-shear state, and the overturning moment was the principal reason for the building damage. The critical role played by the structural measure was reaffirmed. Moreover, the physical vulnerability was quantified through a macroscopic damage index, the lateral drift ratio of the ground floor. It can be concluded that the physical vulnerability depends on both the local structural strength (local view) and the structural resistance hierarchies (global view). |
| format | Article |
| id | doaj-art-be1e1dd8f9bf4ea396c61f60d1d98cb4 |
| institution | Kabale University |
| issn | 1070-9622 1875-9203 |
| language | English |
| publishDate | 2021-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Shock and Vibration |
| spelling | doaj-art-be1e1dd8f9bf4ea396c61f60d1d98cb42025-02-03T05:58:30ZengWileyShock and Vibration1070-96221875-92032021-01-01202110.1155/2021/66822346682234Nonlinear Simulation and Vulnerability Analysis of Masonry Structures Impacted by Flash FloodsQi Fang0Shuguang Liu1Guihui Zhong2Hong Zhang3Jiyu Liang4Yiwei Zhen5Department of Hydraulic Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, ChinaDepartment of Hydraulic Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, ChinaDepartment of Hydraulic Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, ChinaDepartment of Hydraulic Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, ChinaDepartment of Hydraulic Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, ChinaDepartment of Hydraulic Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, ChinaThe vulnerability of buildings impacted by flash floods is often assessed by empirical approaches. However, the damage-developing mechanisms of buildings remain unclear. This study presented a nonlinear numerical analysis for the interaction between flash floods and masonry structures. A new Structured ALE (S-ALE) solver in an explicit finite element platform LS-DYNA was applied. Thirty different scenarios, including two different FE models, three different water depths, and five different flow velocities, were studied. Nonlinear structural responses and failure mechanisms of masonry structures were analyzed and compared. Results showed that due to the consideration of wall damage, the time evolution of the impact force on the entire building was distributed in a multipeak pattern. Under the impact of flash floods, the building was in a complex bending-shear state, and the overturning moment was the principal reason for the building damage. The critical role played by the structural measure was reaffirmed. Moreover, the physical vulnerability was quantified through a macroscopic damage index, the lateral drift ratio of the ground floor. It can be concluded that the physical vulnerability depends on both the local structural strength (local view) and the structural resistance hierarchies (global view).http://dx.doi.org/10.1155/2021/6682234 |
| spellingShingle | Qi Fang Shuguang Liu Guihui Zhong Hong Zhang Jiyu Liang Yiwei Zhen Nonlinear Simulation and Vulnerability Analysis of Masonry Structures Impacted by Flash Floods Shock and Vibration |
| title | Nonlinear Simulation and Vulnerability Analysis of Masonry Structures Impacted by Flash Floods |
| title_full | Nonlinear Simulation and Vulnerability Analysis of Masonry Structures Impacted by Flash Floods |
| title_fullStr | Nonlinear Simulation and Vulnerability Analysis of Masonry Structures Impacted by Flash Floods |
| title_full_unstemmed | Nonlinear Simulation and Vulnerability Analysis of Masonry Structures Impacted by Flash Floods |
| title_short | Nonlinear Simulation and Vulnerability Analysis of Masonry Structures Impacted by Flash Floods |
| title_sort | nonlinear simulation and vulnerability analysis of masonry structures impacted by flash floods |
| url | http://dx.doi.org/10.1155/2021/6682234 |
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