Add to ORKGFuture bridge management systems will be based on simple stochastic models predicting the residual strength of structural elements. The current deterministic management systems are not effective in optimizing e.g. the life cycle cost of a bridge or a system of bridges. A number of important factors are so uncertain that they cannot be modelled satisfactorily by deterministic techniques. In recent years several researchers have studied stochastic modelling of e.g. deterioration, inspection, reliability, and repair but real applications are only reported in a few cases
This paper is partly based on research performed for the Highways Agency, London, UK under the proje...
The paper presents a level III reliability method from which the armour layer of rubble mound breakw...
In this paper it is shown how an inspection-based evaluation of a Danish road bridge may be performe...
The objective of this paper is to summarize recent contributions of international experts to the res...
In recent years important progress has been made in assessment of the lifetime behaviour of concrete...
A procedure for lifetime assesment of the reliability of short concrete slab bridges is presented in...
In this paper it is shown how the so-called reliability distributions can be estimated using crude M...
As bridges become older and maintenance costs become higher, transportation agencies are facing chal...
Although there has been a considerable amount of research into different aspects of concrete bridge ...
Human errors are divided in two groups. The first group contains human errors, which effect the reli...
This paper is based on research performed for the Highway Agency, London, UK under the project DPU/9...
In this paper bridge management systems are discussed with special emphasis on management systems fo...
This paper is based on research performed for the Highways Agency, London, UK under the project DPU/...
Identification of optimum reliability levels for coastal structures is considered. A class of breakw...
In this paper it is shown that recent progress in stochastic modelling and optimization in combinati...
This paper is partly based on research performed for the Highways Agency, London, UK under the proje...
The paper presents a level III reliability method from which the armour layer of rubble mound breakw...
In this paper it is shown how an inspection-based evaluation of a Danish road bridge may be performe...
The objective of this paper is to summarize recent contributions of international experts to the res...
In recent years important progress has been made in assessment of the lifetime behaviour of concrete...
A procedure for lifetime assesment of the reliability of short concrete slab bridges is presented in...
In this paper it is shown how the so-called reliability distributions can be estimated using crude M...
As bridges become older and maintenance costs become higher, transportation agencies are facing chal...
Although there has been a considerable amount of research into different aspects of concrete bridge ...
Human errors are divided in two groups. The first group contains human errors, which effect the reli...
This paper is based on research performed for the Highway Agency, London, UK under the project DPU/9...
In this paper bridge management systems are discussed with special emphasis on management systems fo...
This paper is based on research performed for the Highways Agency, London, UK under the project DPU/...
Identification of optimum reliability levels for coastal structures is considered. A class of breakw...
In this paper it is shown that recent progress in stochastic modelling and optimization in combinati...
This paper is partly based on research performed for the Highways Agency, London, UK under the proje...
The paper presents a level III reliability method from which the armour layer of rubble mound breakw...
In this paper it is shown how an inspection-based evaluation of a Danish road bridge may be performe...