A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Reliability of tunnel liners
The possibility of application of structural reliability theory to the computation of the safety margins of excavated tunnels is presented. After a brief description of the existing procedures and the limitations of the safety coefficients such as they are usually defined, the proposed limit states are precised as well as the random variables and the applied methodology. Also presented are simple examples, some of them based in actual cases, and to end, some conclusions are established the most important one being the probability of using the method to solve the inverse problem of identification.
Reliability of tunnel liners
The possibility of application of structural reliability theory to the computation of the safety margins of excavated tunnels is presented. After a brief description of the existing procedures and the limitations of the safety coefficients such as they are usually defined, the proposed limit states are precised as well as the random variables and the applied methodology. Also presented are simple examples, some of them based in actual cases, and to end, some conclusions are established the most important one being the probability of using the method to solve the inverse problem of identification.
Reliability of tunnel liners
Fraile de Lerma, Alberto (author) / Rey Llorente, Ignacio del (author) / Gómez Lera, Sagrario (author) / Alarcón Álvarez, Enrique (author)
2000-01-01
Progress in structural mechanics : a symposium to honour professor Carlos Ruiz | Progress in Structural Mechanics-A Symposium to Honour Professor Carlos Ruiz | 16/12/2000 | Sevilla
Conference paper
Electronic Resource
English
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