The head structural Eurocode for the design of buildings and other civil engineering works, EN 1990 Basis of Structural Design, establishes for all the Eurocodes the principles and requirements for safety, serviceability and durability. It provides alternative design procedures, for which national choice is allowed, in particular for the three fundamental combinations of action effects for the persistent and transient design situations in the verification of ultimate limit states. An example of a generic structural element shows that the alternative combinations may lead to considerably different reliability levels depending upon the ratio of variable actions to the total load. Probabilistic methods of structural reliability theory are used to identify characteristic features of each combination and to formulate general recommendations for the BSI National Annex for EN 1990.
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August 2005
Research Article|
August 01 2005
Eurocodes: using reliability analysis to combine action effects
H. Gulvanessian;
H. Gulvanessian
Director; Visiting Professor
Construction Division, Building Research Establishment
Watford, UK
; Imperial College
London, UK
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M. Holicky
M. Holicky
Deputy Director; Professor
Klokner Institute
Prague, Czech Republic
; Czech Technical University
Prague, Czech Republic
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Publisher: Emerald Publishing
Received:
February 05 2004
Accepted:
February 21 2005
Online ISSN: 1751-7702
Print ISSN: 0965-0911
© 2005 Thomas Telford Ltd
2005
Proceedings of the Institution of Civil Engineers - Structures and Buildings (2005) 158 (4): 243–252.
Article history
Received:
February 05 2004
Accepted:
February 21 2005
Citation
Gulvanessian H, Holicky M (2005), "Eurocodes: using reliability analysis to combine action effects". Proceedings of the Institution of Civil Engineers - Structures and Buildings, Vol. 158 No. 4 pp. 243–252, doi: https://doi.org/10.1680/stbu.2005.158.4.243
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