Planning of inspections of civil engineering structures may be performed within the framework of Bayesian decision analysis. The effort involved in a full Bayesian decision analysis is relatively large. Therefore, the actual inspection planning is usually performed using a number of approximations. One of the more important of these approximations is the assumption that all inspections will reveal no defects. Using this approximation the optimal inspection plan may be determined on the basis of conditional probabilities, i.e. the probability of failure given no defects have been found by the inspection. In this paper the quality of this approximation is investigated. The inspection planning is formulated both as a full Bayesian decision pro...
A methodology for cost optimal reliability based inspection and replacement planning of piping subje...
ABSTRACT: A basic assumption often made in risk/reliability based inspection planning is that a Baye...
The deterioration of structural systems is unavoidable after their long time in service. To ensure t...
Inspection planning for systems is considered with special emphasis to the effect of the quality of ...
The implementation of consistent and repeatable methods for inspection planning is a problem faced b...
Existing structures are deteriorating. The deterioration depends on many factors, including workmans...
Attempts to formalize inspection and monitoring strategies in industry have struggled to combine evi...
A general model for reliability-based optimal inspection and repair strategies for structural system...
Based on an idea introduced by Benjamin and Cornell (1970. Probability, statistics and decision for ...
This paper presents an advanced Bayesian analysis method to determine the appropriate non-periodic i...
The paper presents a novel process for probability-informed inspection planning based on the followi...
International audienceAn operator of large civil engineering structures has to ensure that structura...
A general description of optimal inspection and maintenance planning based on the classical decision...
International audienceChloride ingress into concrete is one of the major causes leading to the degra...
Based on previous work by the authors a Bayesian formulation of condition indicators is developed fu...
A methodology for cost optimal reliability based inspection and replacement planning of piping subje...
ABSTRACT: A basic assumption often made in risk/reliability based inspection planning is that a Baye...
The deterioration of structural systems is unavoidable after their long time in service. To ensure t...
Inspection planning for systems is considered with special emphasis to the effect of the quality of ...
The implementation of consistent and repeatable methods for inspection planning is a problem faced b...
Existing structures are deteriorating. The deterioration depends on many factors, including workmans...
Attempts to formalize inspection and monitoring strategies in industry have struggled to combine evi...
A general model for reliability-based optimal inspection and repair strategies for structural system...
Based on an idea introduced by Benjamin and Cornell (1970. Probability, statistics and decision for ...
This paper presents an advanced Bayesian analysis method to determine the appropriate non-periodic i...
The paper presents a novel process for probability-informed inspection planning based on the followi...
International audienceAn operator of large civil engineering structures has to ensure that structura...
A general description of optimal inspection and maintenance planning based on the classical decision...
International audienceChloride ingress into concrete is one of the major causes leading to the degra...
Based on previous work by the authors a Bayesian formulation of condition indicators is developed fu...
A methodology for cost optimal reliability based inspection and replacement planning of piping subje...
ABSTRACT: A basic assumption often made in risk/reliability based inspection planning is that a Baye...
The deterioration of structural systems is unavoidable after their long time in service. To ensure t...