Add to ORKGThis paper considers the problem of assessing traffic loading on road bridges. A database of European WIM data is used to determine accurate annual maximum distributions of load effect. These in turn are used to find the probability of failure for a number of load effects. Using the probability of failure as the benchmark, traditional measures of safety - factor of safety and reliability index - are reviewed. Both are found to give inconsistent results, i.e., a given factor of safety or reliability index actually corresponds to a range of different probabilities of failure. © 2012 Taylor & Francis Group
The paper presents the structural reliability analysis of a multilane steel truss bridge to assess t...
3rd International ASRANet Colloquium, held at the University of Glasgow, 10-12 July 2006.To assess t...
This is an Accepted Manuscript of an article published by Taylor & Francis Group in Structure and in...
This paper considers the problem of assessing traffic loading on road bridges. A database of Europea...
This paper considers the problem of assessing traffic loading on road bridges. A database of Europea...
Assessment of highway bridge safety requires a prediction of the probability of occurrence of extre...
6th International ASRANet Conference for Integrating Structural Analysis, Risk and Reliability, Croy...
Bridge structures are key components of highway infrastructure and their safety is clearly of great ...
To assess the safety of an existing bridge, the loads to which it may be subject in its lifetime ar...
This paper reviews a range of statistical approaches to illustrate the influence of data quality and...
Existing civil infrastructure represents a large economic value. Within the actions applied to the b...
With the continued evolution of traffic loading specifications, safety classifications of bridge str...
To assess the safety of an existing bridge, the traffic loads to which it may be subjected in its li...
With the continued evolution of traffic loading specifications, safety classifications of bridge str...
The safety of aging bridge inventory is one of the main concerns of the state and federal agencies. ...
The paper presents the structural reliability analysis of a multilane steel truss bridge to assess t...
3rd International ASRANet Colloquium, held at the University of Glasgow, 10-12 July 2006.To assess t...
This is an Accepted Manuscript of an article published by Taylor & Francis Group in Structure and in...
This paper considers the problem of assessing traffic loading on road bridges. A database of Europea...
This paper considers the problem of assessing traffic loading on road bridges. A database of Europea...
Assessment of highway bridge safety requires a prediction of the probability of occurrence of extre...
6th International ASRANet Conference for Integrating Structural Analysis, Risk and Reliability, Croy...
Bridge structures are key components of highway infrastructure and their safety is clearly of great ...
To assess the safety of an existing bridge, the loads to which it may be subject in its lifetime ar...
This paper reviews a range of statistical approaches to illustrate the influence of data quality and...
Existing civil infrastructure represents a large economic value. Within the actions applied to the b...
With the continued evolution of traffic loading specifications, safety classifications of bridge str...
To assess the safety of an existing bridge, the traffic loads to which it may be subjected in its li...
With the continued evolution of traffic loading specifications, safety classifications of bridge str...
The safety of aging bridge inventory is one of the main concerns of the state and federal agencies. ...
The paper presents the structural reliability analysis of a multilane steel truss bridge to assess t...
3rd International ASRANet Colloquium, held at the University of Glasgow, 10-12 July 2006.To assess t...
This is an Accepted Manuscript of an article published by Taylor & Francis Group in Structure and in...