A platform for research: civil engineering, architecture and urbanism
Reliability assessment of statically indeterminate steel arches
The paper reviews briefly one of the proposed probabilistic assessment concepts. The potential of the proposed concept and of the corresponding software is emphasized. The new edition of the Czech specification for structural design, CSN 73 1401 (1998), already contains provisions allowing for application of probabilistic concept, using criterion Pf < Pd, where Pf is the probability of failure and Pd is the target probability defined in specification.
Reliability assessment of statically indeterminate steel arches
The paper reviews briefly one of the proposed probabilistic assessment concepts. The potential of the proposed concept and of the corresponding software is emphasized. The new edition of the Czech specification for structural design, CSN 73 1401 (1998), already contains provisions allowing for application of probabilistic concept, using criterion Pf < Pd, where Pf is the probability of failure and Pd is the target probability defined in specification.
Reliability assessment of statically indeterminate steel arches
Sicherheitsbewertung statisch unbestimmter Stahlbögen
Janas, P. (author) / Krejsa, M. (author)
2002
6 Seiten, 5 Bilder, 1 Tabelle, 3 Quellen
Conference paper
English
Statically indeterminate frameworks
Engineering Index Backfile | 1937
Statically indeterminate structures
UB Braunschweig | 1964
|Statically indeterminate structures
TIBKAT | 1964
|Statically indeterminate Structures
TIBKAT | 1953
|Statically Indeterminate Structures
Springer Verlag | 2018
|