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Reliaibility-based partial safety factors in cantilever construction of concrete bridges

Autor
Casas, J.
Tipus d'activitat
Article en revista
Revista
Journal of structural engineering (New York, N.Y.)
Data de publicació
1997-03
Volum
123
Número
3
Pàgina inicial
305
Pàgina final
312
DOI
https://doi.org/10.1061/(ASCE)0733-9445(1997)123:3(305) Obrir en finestra nova
URL
http://ascelibrary.org/doi/abs/10.1061/%28ASCE%290733-9445%281997%29123%3A3%28305%29 Obrir en finestra nova
Resum
One of the most important aspects of the construction of concrete bridges using the balanced cantilever method is the limit state of the loss of stability by overturning. This problem is especially relevant because of the lack of guidance in most structural codes about the actions involved and the safety factors to be used. First, the main assumptions, actions, and the methodology involved in the construction of such bridges are presented. The result of the reliability-based calibration process ...
Grup de recerca
EC - Enginyeria de la Construcció

Participants