Add to ORKGThis paper is partly based on research performed for the Highways Agency, London, UK under the project DPU/9/44 "Revision of Bridge Assessment Rules Based on Whole Life Performance: concrete bridges". It contains the details of a methodology which can be used to generate Whole Life (WL) reliability profiles. These WL reliability profiles may be used to establish revised rules for concrete bridges. This paper is to some extend based on Thoft-Christensen et. al. [1996], Thoft-Christensen [1996] et. al. and Thoft-Christensen [1996]
Future bridge management systems will be based on simple stochastic models predicting the residual s...
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...
This paper is based on research performed for the Highways Agency, London, UK under the project DPU/...
This paper is based on research performed for the Highway Agency, London, UK under the project DPU/9...
Although there has been a considerable amount of research into different aspects of concrete bridge ...
A procedure for lifetime assesment of the reliability of short concrete slab bridges is presented in...
In this paper calculation of reliability profiles is discussed. ULS as well as SLS limit states are ...
In recent years important progress has been made in assessment of the lifetime behaviour of concrete...
The paper gives a brief introduction to the basic principles of structural reliability theory and it...
In this paper two aspects of re-assessment of the reliability of concrete bridges are discussed name...
The objective of this paper is to summarize recent contributions of international experts to the res...
In this paper it is shown how an inspection-based evaluation of a Danish road bridge may be performe...
Recent research in the area of assessment and maintenance of reinforced concrete bridge decks is pre...
Human errors are divided in two groups. The first group contains human errors, which effect the reli...
Future bridge management systems will be based on simple stochastic models predicting the residual s...
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...
This paper is based on research performed for the Highways Agency, London, UK under the project DPU/...
This paper is based on research performed for the Highway Agency, London, UK under the project DPU/9...
Although there has been a considerable amount of research into different aspects of concrete bridge ...
A procedure for lifetime assesment of the reliability of short concrete slab bridges is presented in...
In this paper calculation of reliability profiles is discussed. ULS as well as SLS limit states are ...
In recent years important progress has been made in assessment of the lifetime behaviour of concrete...
The paper gives a brief introduction to the basic principles of structural reliability theory and it...
In this paper two aspects of re-assessment of the reliability of concrete bridges are discussed name...
The objective of this paper is to summarize recent contributions of international experts to the res...
In this paper it is shown how an inspection-based evaluation of a Danish road bridge may be performe...
Recent research in the area of assessment and maintenance of reinforced concrete bridge decks is pre...
Human errors are divided in two groups. The first group contains human errors, which effect the reli...
Future bridge management systems will be based on simple stochastic models predicting the residual s...
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...