Risk Oriented Design of Protective Highway Structures

The problem of risk-based design of protective highway structures is considered. It is stated that the accidents involving damage to components of road infrastructure are a natural subject of a quantitative risk analysis. The paper discusses how to apply a risk oriented approach to the design of pro...

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Main Author: Egidijus R. Vaidogas
Format: Article
Language:English
Published: RTU Press 2007-12-01
Series:The Baltic Journal of Road and Bridge Engineering
Subjects:
Online Access:https://bjrbe-journals.rtu.lv/article/view/3915
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spelling doaj-98c0b7f6e00d47718392cb4873350b802020-11-25T03:42:16ZengRTU PressThe Baltic Journal of Road and Bridge Engineering1822-427X1822-42882007-12-01241551632207Risk Oriented Design of Protective Highway StructuresEgidijus R. Vaidogas0Dept of Occupational Safety and Fire Protection, Vilnius Gediminas Technical University, Sauletekio al. 11, LT-10223 Vilnius, LithuaniaThe problem of risk-based design of protective highway structures is considered. It is stated that the accidents involving damage to components of road infrastructure are a natural subject of a quantitative risk analysis. The paper discusses how to apply a risk oriented approach to the design of protective components of road infrastructure. A simulation- based procedure developed for a design of a protective highway structure by means of a multi-attribute selection is suggested. Attention is focused on uncertainties related to both accidental actions, which must be sustained by the protective structure, and behaviour of the structure under these actions. The proposed procedure serves for a comparison of alternative designs of the protective structure. The comparison takes into account epistemic uncertainties in failure-to-protect probabilities related to the alternative designs. It is shown that the multi-attribute selection can be carried out as a simulation- based propagation of the epistemic uncertainties. A loop of such simulation must involve deterministic algorithm of the multi-attribute selection. Repeating this loop a number of times yields relative frequencies of selecting individual alternative designs as the best ones. The optimal alternative design can be chosen as a design with the largest frequency of selection.https://bjrbe-journals.rtu.lv/article/view/3915road accidentcollisionprotective structurerisk analysiseschede disastershelby crash
collection DOAJ
language English
format Article
sources DOAJ
author Egidijus R. Vaidogas
spellingShingle Egidijus R. Vaidogas
Risk Oriented Design of Protective Highway Structures
The Baltic Journal of Road and Bridge Engineering
road accident
collision
protective structure
risk analysis
eschede disaster
shelby crash
author_facet Egidijus R. Vaidogas
author_sort Egidijus R. Vaidogas
title Risk Oriented Design of Protective Highway Structures
title_short Risk Oriented Design of Protective Highway Structures
title_full Risk Oriented Design of Protective Highway Structures
title_fullStr Risk Oriented Design of Protective Highway Structures
title_full_unstemmed Risk Oriented Design of Protective Highway Structures
title_sort risk oriented design of protective highway structures
publisher RTU Press
series The Baltic Journal of Road and Bridge Engineering
issn 1822-427X
1822-4288
publishDate 2007-12-01
description The problem of risk-based design of protective highway structures is considered. It is stated that the accidents involving damage to components of road infrastructure are a natural subject of a quantitative risk analysis. The paper discusses how to apply a risk oriented approach to the design of protective components of road infrastructure. A simulation- based procedure developed for a design of a protective highway structure by means of a multi-attribute selection is suggested. Attention is focused on uncertainties related to both accidental actions, which must be sustained by the protective structure, and behaviour of the structure under these actions. The proposed procedure serves for a comparison of alternative designs of the protective structure. The comparison takes into account epistemic uncertainties in failure-to-protect probabilities related to the alternative designs. It is shown that the multi-attribute selection can be carried out as a simulation- based propagation of the epistemic uncertainties. A loop of such simulation must involve deterministic algorithm of the multi-attribute selection. Repeating this loop a number of times yields relative frequencies of selecting individual alternative designs as the best ones. The optimal alternative design can be chosen as a design with the largest frequency of selection.
topic road accident
collision
protective structure
risk analysis
eschede disaster
shelby crash
url https://bjrbe-journals.rtu.lv/article/view/3915
work_keys_str_mv AT egidijusrvaidogas riskorienteddesignofprotectivehighwaystructures
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