2007
DOI: 10.3846/13928619.2007.9637793
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Assessing External Threats to Structures Using Limited Statistical Data: An Approach Based on Data Resampling

Abstract: The paper deals with an estimation of risk to structures posed by extreme, dangerous phenomena called in brief the external threats. It is considered how to calculate risk values when a limited amount of data on actions imposed by these phenomena is available. The key methodology suggested in the paper for estimating the risk is the so‐called bootstrap resampling, known also as statistical or Efron's resampling. The paper presents a procedure allowing to apply the limited data to calculating bootstrap confiden… Show more

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Cited by 15 publications
(14 citation statements)
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“…(3) Δ A solution of the above maximisation problem requires to predict uncertain BLEVE effects and to utilise methods of structural reliability analysis for a repeated estimation of the damage probability P(D | B, Δ) for different values of Δ (see, e.g., Vaidogas, Juocevičius 2007). The determination of Δ max is beyond the scope of the present paper.…”
Section: Longitudinal Rest Positionmentioning
confidence: 99%
“…(3) Δ A solution of the above maximisation problem requires to predict uncertain BLEVE effects and to utilise methods of structural reliability analysis for a repeated estimation of the damage probability P(D | B, Δ) for different values of Δ (see, e.g., Vaidogas, Juocevičius 2007). The determination of Δ max is beyond the scope of the present paper.…”
Section: Longitudinal Rest Positionmentioning
confidence: 99%
“…Such blast loading is sometimes accompanied by impact of projectiles and spread thermal radiation. A typical example of such an explosion is BLEVE (e.g., Vaidogas and Juocevičius 2007).…”
Section: Sacrificial and Non-sacrificial Blast Wallsmentioning
confidence: 99%
“…A solution of the above maximisation problem requires to predict uncertain BLEVE effects and to utilise methods of SRA for a repeated estimation of the damage probability P(D | B, ∆) for different values of ∆ (see, e.g., Vaidogas and Juocevičius 2007). The determination of ∆ max is beyond the scope of the present work.…”
Section: Longitudinal Rest Positionmentioning
confidence: 99%
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