2012
DOI: 10.5194/nhess-12-1799-2012
|View full text |Cite
|
Sign up to set email alerts
|

Flood hazards and masonry constructions: a probabilistic framework for damage, risk and resilience at urban scale

Abstract: Abstract. This paper deals with the failure risk of masonry constructions under the effect of floods. It is developed within a probabilistic framework, with loads and resistances considered as random variables. Two complementary approaches have been investigated for this purpose:-a global approach based on combined effects of several governing parameters with individual weighted contribution (material quality and geometry, presence and distance between columns, beams, openings, resistance of the soil and its s… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

0
40
0

Year Published

2014
2014
2022
2022

Publication Types

Select...
5
4

Relationship

0
9

Authors

Journals

citations
Cited by 51 publications
(42 citation statements)
references
References 24 publications
0
40
0
Order By: Relevance
“…Recent assessments often include assessment of structural characteristics (Maiwald and Schwarz, 2012;Mebarki et al, 2012;Kelman and Spence, 2003), and these approaches are beginning to determine that a more accurate and detailed assessment of flood loss is achieved. Probabilistic approaches to the structural assessment are also beginning to emerge, reflecting the approach taken in seismic vulnerability assessment .…”
Section: Introductionmentioning
confidence: 99%
“…Recent assessments often include assessment of structural characteristics (Maiwald and Schwarz, 2012;Mebarki et al, 2012;Kelman and Spence, 2003), and these approaches are beginning to determine that a more accurate and detailed assessment of flood loss is achieved. Probabilistic approaches to the structural assessment are also beginning to emerge, reflecting the approach taken in seismic vulnerability assessment .…”
Section: Introductionmentioning
confidence: 99%
“…see [54][55][56]) or an indicator-based approach. For the cases of earthquake, flood, fire, hydro-meteorological, landslide and storm hazards, the procedures and data found in [57][58][59][60][61][62][63][64][65][66][67][68][69][70]33] can be used to define simplified indicator-based approaches suitable to estimate the expected level of damage. For the particular case of earthquake hazard, the authors have developed a set of simplified indicator -and mechanics -based procedures for specific types of cultural heritage units [71].…”
Section: Characterization Of the Vulnerability Analysis Componentsmentioning
confidence: 99%
“…e.g. [45][46][47]). It is especially used in the context of (wet-)proofing of buildings and infrastructure (e.g.…”
Section: Resilience Of Constructionsmentioning
confidence: 99%
“…Findings are included in water depth-damage functions and simulated in damage models (cf. [47,49]; see Figure 2). The degree of resilience is finally calculated as inversion of the remaining damage after implementation of flood resilience technologies.…”
Section: Resilience Of Constructionsmentioning
confidence: 99%