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  • The combined impact of the service life and relevant reliability level of structures on the financial and environmental aspects of infrastructure building has not yet been given full consideration. The decision of the client regarding the optimal service life and associated level of reliability is needed. A suitable approach is presented in the context of limit states associated with durability. The reliability assessment is effectively performed by employing stochastic methods. Predictive mathematical models for material degradation are utilized. Some user-friendly tools and numerical studies for concrete structures show how the necessary data about service life and reliability level can be gained; in this way good design practice in the construction industry and effective decision-making processes are supported. Two numerical examples are presented, as follows: (1) an analysis of initiation period with consideration given to the carbonation effect (a compromise between the service life and the relia
  • The combined impact of the service life and relevant reliability level of structures on the financial and environmental aspects of infrastructure building has not yet been given full consideration. The decision of the client regarding the optimal service life and associated level of reliability is needed. A suitable approach is presented in the context of limit states associated with durability. The reliability assessment is effectively performed by employing stochastic methods. Predictive mathematical models for material degradation are utilized. Some user-friendly tools and numerical studies for concrete structures show how the necessary data about service life and reliability level can be gained; in this way good design practice in the construction industry and effective decision-making processes are supported. Two numerical examples are presented, as follows: (1) an analysis of initiation period with consideration given to the carbonation effect (a compromise between the service life and the relia (en)
Title
  • Interrelation among Service Life, Reliability Index, and Costs of Concrete Structures Subjected to Aggressive Exposure
  • Interrelation among Service Life, Reliability Index, and Costs of Concrete Structures Subjected to Aggressive Exposure (en)
skos:prefLabel
  • Interrelation among Service Life, Reliability Index, and Costs of Concrete Structures Subjected to Aggressive Exposure
  • Interrelation among Service Life, Reliability Index, and Costs of Concrete Structures Subjected to Aggressive Exposure (en)
skos:notation
  • RIV/00216305:26110/14:PU110433!RIV15-GA0-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GAP105/10/1156)
http://linked.open...iv/cisloPeriodika
  • 4
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 22539
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/14:PU110433
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • service life, reliability, lifecycle costs, limit states, concrete structures, degradation models (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...odStatuVydavatele
  • US - Spojené státy americké
http://linked.open...ontrolniKodProRIV
  • [180FE258F343]
http://linked.open...i/riv/nazevZdroje
  • JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...v/svazekPeriodika
  • 2014(28)
http://linked.open...iv/tvurceVysledku
  • Teplý, Břetislav
issn
  • 0887-3828
number of pages
http://bibframe.org/vocab/doi
  • 10.1061/(ASCE)CF.1943-5509.0000476
http://localhost/t...ganizacniJednotka
  • 26110
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