Safety philosophy for existing structures and partial factors for traffic loads on bridges

article

Steenbergen, R.D.J.M.

Vrouwenvelder, A.C.W.M.
Evaluating and upgrading existing structures becomes more and more important. For a large part of the existing infrastructure and buildings the design life has been reached or will be reached in the near future. These structures need to be reassessed in order to find out whether the safety requirements are met. Not only for new structures but also for the existing stock the Eurocodes are starting point for the assessment of the safety. However, it would be uneconomical to require all existing buildings and civil engineering works like bridges to comply fully with these new codes and corresponding safety levels. The assessment of existing structures therefore differs from the design situation. This paper describes the main differences with respect to the relevant reliability requirements and develops a set of partial factors to be used in reassessment of existing bridges under traffic load.
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BridgesExisting structuresPartial factorsReliabilityDesign lifeDesign situationsEurocodesExisting bridgeExisting buildingExisting structureLarge partsNew structuresPartial factorSafety levelSafety requirementsTraffic loadsCivil engineeringReliabilitySafety engineeringBridges
TNO Identifier
408914
Repository link
https://resolver.tno.nl/uuid:9addac3c-6fb9-4702-b4fb-415907c741c2
Source
Heron, 55(Oktober), pp. 18.
Place of publication
Delft
Pages
18
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