A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
A time-dependent reliability prediction of deteriorating spun concrete bridge piers
The conceptions of the time-dependent reliability analysis of non-deteriorating and deteriorating spun concrete bridge piers, which are effected by permanent and transient loads, are discussed. There are analysed the first- and the second-order load effects of bracing bridge piers. The strength features of resisting bending moments used in ultimate limit state and probability-based designs are presented. A simplified analysis of non-deteriorating and deteriorating bracing spun concrete piers in persistent situations in limit state and probabilistic approaches is provided. The prediction of probability-based reliability on shafts of non-deteriorating and deteriorating bracing bridge piers is illustrated by numerical example.
A time-dependent reliability prediction of deteriorating spun concrete bridge piers
The conceptions of the time-dependent reliability analysis of non-deteriorating and deteriorating spun concrete bridge piers, which are effected by permanent and transient loads, are discussed. There are analysed the first- and the second-order load effects of bracing bridge piers. The strength features of resisting bending moments used in ultimate limit state and probability-based designs are presented. A simplified analysis of non-deteriorating and deteriorating bracing spun concrete piers in persistent situations in limit state and probabilistic approaches is provided. The prediction of probability-based reliability on shafts of non-deteriorating and deteriorating bracing bridge piers is illustrated by numerical example.
A time-dependent reliability prediction of deteriorating spun concrete bridge piers
Kliukas, Romualdas (author) / Lukoševičienė, Ona (author) / Juozapaitis, Algirdas (author)
European Journal of Environmental and Civil Engineering ; 19 ; 1202-1215
2015-11-26
14 pages
Article (Journal)
Electronic Resource
English
Development of time-dependent fragility functions for deteriorating reinforced concrete bridge piers
| Online Contents | 2017
Development of time-dependent fragility functions for deteriorating reinforced concrete bridge piers
| Taylor & Francis Verlag | 2017
Time-dependent reliability of deteriorating reinforced concrete bridge decks
| Online Contents | 1998
Time-dependent reliability of deteriorating reinforced concrete bridge decks
| British Library Online Contents | 1998
Reliability of reinforced concrete bridge piers
| British Library Conference Proceedings | 1998