Articles | Volume 16, issue 2
https://doi.org/10.5194/nhess-16-299-2016
© Author(s) 2016. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
https://doi.org/10.5194/nhess-16-299-2016
© Author(s) 2016. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
Research article
| 
03 Feb 2016
Research article |
| 03 Feb 2016
The quantitative estimation of the vulnerability of brick and concrete wall impacted by an experimental boulder
J. Zhang
School of Energy and Power Engineering, Key Laboratory of Fluid and Power Machinery, Ministry of Education, Xihua University, Chengdu, 610039, China
State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu, 610065, China
Z. X. Guo
CORRESPONDING AUTHOR
State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu, 610065, China
D. Wang
State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu, 610065, China
Highway Planning Survey & Design Institute, Sichuan Communications Department, Chengdu, 610041, China
H. Qian
Chengdu Municipal Engineering Design and Research Institute, Chengdu, 610015, China
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Cited
19 citations as recorded by crossref.
- Matrices, curves and indicators: A review of approaches to assess physical vulnerability to debris flows M. Papathoma-Köhle et al. 10.1016/j.earscirev.2017.06.007
- Experimental Investigation of Masonry Building Damage Caused by Surface Tension Cracks on Slow-Moving Landslides Q. Chen et al. 10.2139/ssrn.4001115
- Vulnerability curves vs. vulnerability indicators: application of an indicator-based methodology for debris-flow hazards M. Papathoma-Köhle 10.5194/nhess-16-1771-2016
- Experimental study on the performance of CFRP-strengthened masonry structures under debris flow impacts P. Li et al. 10.1016/j.istruc.2021.02.014
- Dynamic Response of Masonry Walls Strengthened with Engineered Cementitious Composites under Simulated Debris Flow J. Yu et al. 10.1061/(ASCE)ST.1943-541X.0003432
- Understanding impact dynamics on buildings caused by fluviatile sediment transport M. Sturm et al. 10.1016/j.geomorph.2018.08.016
- Experimental and Numerical Study of the Performance of Self-Centering Frame Structures Subjected to Debris-Flow Impacts S. Xu et al. 10.1061/(ASCE)ST.1943-541X.0003120
- Unravelling the impacts to the built environment caused by floods in a river heavily perturbed by volcanic eruptions S. Basso-Báez et al. 10.1016/j.jsames.2020.102655
- Experimental investigation of masonry building damage caused by surface tension cracks on slow-moving landslides Q. Chen et al. 10.1007/s11069-023-06141-4
- Quantitative assessment of expected direct economic losses of buildings for debris flows in multiple rainfall intensity scenarios in Yangling Gully, Southwest China M. Chen et al. 10.1007/s11069-023-06315-0
- Development of structural debris flow fragility curves (debris flow buildings resistance) using momentum flux rate as a hazard parameter J. Prieto et al. 10.1016/j.enggeo.2018.03.014
- Recent advances in vulnerability assessment for the built environment exposed to torrential hazards: Challenges and the way forward S. Fuchs et al. 10.1016/j.jhydrol.2019.05.067
- Quantitative physical model of vulnerability of buildings to urban flow slides in construction solid waste landfills: a case study of the 2015 Shenzhen flow slide H. Cheng et al. 10.1007/s11069-022-05239-5
- Experimental Analysis of Rock Boulder Impacts on Brick Walls to Support Numerical Modelling of Building Damage O. Mavrouli et al. 10.3390/geosciences14090226
- A study on the debris flow-induced impact force on check dam with- and without-entrainment K. Lee et al. 10.1016/j.compgeo.2019.103104
- Quantitative assessment of physical fragility of buildings to the debris flow on 20 August 2019 in the Cutou gully, Wenchuan, southwestern China M. Chen et al. 10.1016/j.enggeo.2021.106319
- Proposed vulnerability assessment model for masonry buildings on slow-moving landslides based on physical models and field observations Q. Chen et al. 10.1007/s10064-023-03385-z
- Matrices, curves and indicators: A review of approaches to assess physical vulnerability to debris flows M. Papathoma-Köhle et al. 10.1016/j.earscirev.2017.06.007
- Indicator-based approach for assigning physical vulnerability of the houses to landslide hazard in the Himalayan region of India S. Bera et al. 10.1016/j.ijdrr.2020.101891
17 citations as recorded by crossref.
- Matrices, curves and indicators: A review of approaches to assess physical vulnerability to debris flows M. Papathoma-Köhle et al. 10.1016/j.earscirev.2017.06.007
- Experimental Investigation of Masonry Building Damage Caused by Surface Tension Cracks on Slow-Moving Landslides Q. Chen et al. 10.2139/ssrn.4001115
- Vulnerability curves vs. vulnerability indicators: application of an indicator-based methodology for debris-flow hazards M. Papathoma-Köhle 10.5194/nhess-16-1771-2016
- Experimental study on the performance of CFRP-strengthened masonry structures under debris flow impacts P. Li et al. 10.1016/j.istruc.2021.02.014
- Dynamic Response of Masonry Walls Strengthened with Engineered Cementitious Composites under Simulated Debris Flow J. Yu et al. 10.1061/(ASCE)ST.1943-541X.0003432
- Understanding impact dynamics on buildings caused by fluviatile sediment transport M. Sturm et al. 10.1016/j.geomorph.2018.08.016
- Experimental and Numerical Study of the Performance of Self-Centering Frame Structures Subjected to Debris-Flow Impacts S. Xu et al. 10.1061/(ASCE)ST.1943-541X.0003120
- Unravelling the impacts to the built environment caused by floods in a river heavily perturbed by volcanic eruptions S. Basso-Báez et al. 10.1016/j.jsames.2020.102655
- Experimental investigation of masonry building damage caused by surface tension cracks on slow-moving landslides Q. Chen et al. 10.1007/s11069-023-06141-4
- Quantitative assessment of expected direct economic losses of buildings for debris flows in multiple rainfall intensity scenarios in Yangling Gully, Southwest China M. Chen et al. 10.1007/s11069-023-06315-0
- Development of structural debris flow fragility curves (debris flow buildings resistance) using momentum flux rate as a hazard parameter J. Prieto et al. 10.1016/j.enggeo.2018.03.014
- Recent advances in vulnerability assessment for the built environment exposed to torrential hazards: Challenges and the way forward S. Fuchs et al. 10.1016/j.jhydrol.2019.05.067
- Quantitative physical model of vulnerability of buildings to urban flow slides in construction solid waste landfills: a case study of the 2015 Shenzhen flow slide H. Cheng et al. 10.1007/s11069-022-05239-5
- Experimental Analysis of Rock Boulder Impacts on Brick Walls to Support Numerical Modelling of Building Damage O. Mavrouli et al. 10.3390/geosciences14090226
- A study on the debris flow-induced impact force on check dam with- and without-entrainment K. Lee et al. 10.1016/j.compgeo.2019.103104
- Quantitative assessment of physical fragility of buildings to the debris flow on 20 August 2019 in the Cutou gully, Wenchuan, southwestern China M. Chen et al. 10.1016/j.enggeo.2021.106319
- Proposed vulnerability assessment model for masonry buildings on slow-moving landslides based on physical models and field observations Q. Chen et al. 10.1007/s10064-023-03385-z
2 citations as recorded by crossref.
- Matrices, curves and indicators: A review of approaches to assess physical vulnerability to debris flows M. Papathoma-Köhle et al. 10.1016/j.earscirev.2017.06.007
- Indicator-based approach for assigning physical vulnerability of the houses to landslide hazard in the Himalayan region of India S. Bera et al. 10.1016/j.ijdrr.2020.101891
Latest update: 23 Nov 2024
Short summary
An iron sphere was applied to substitute of debris flow. Walls were constructed in prototype dimensions to physically simulate the damaged structures in debris flows. The quantitative estimation of the vulnerability of brick and concrete wall was established based on fuzzy mathematics and the proposed failure criterion. The results show that the maximum impact bending moment seems to be most suitable for the disaster intensity index in establishing vulnerability curve and formula.
An iron sphere was applied to substitute of debris flow. Walls were constructed in prototype...
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