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The durability prediction of deteriorating reinforced concrete members

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Warianty tytułu
Języki publikacji
PL
Abstrakty
EN
The features of durability prediction and concepts of time-dependent reliability analysis of deteriorating reinforced concrete structures subjected to extreme gravity and lateral actions as rectangular pulse renewal processes are discussed. New methodological approaches to a time-dependent survival probability analysis and durability prediction of reinforced concrete members are considered. The safety margin of particular members is modeled as a random finite sequence. The effect of coincident recurrent extreme actions on their survival probabilities is analyzed. The instantaneous and long-term survival probabilities of particular and structural members of deteriorating structures are considered. It is recommended to calculate these probabilities by the unsophisticated analytical method of transformed conditional probabilities. The technical service life as a quantitative durability parameter of deteriorating structural members is studied.
Twórcy
autor
  • Kaunas University of Technology, Kaunas, Lithuania
Bibliografia
  • [1] JCSS. Probabilistic model code: Part 1- Basis of design. Joint Committee on Structural Safety, 2000.
  • [2] Vrowenvelder, A. C. V. M. Developments towards full probabilistic design codes. Structural safety, Vol. 24, (2-4), 417-432, 2002.
  • [3] COST Action C12. Improvement of buildings structural quality by new technologies. In: Proceedings of the International Seminar, Lisbon, EUR 20728, Luxembourg, 2003.
  • [4] CEB Bulletin 238. New approach to durability design. Sprint Druck, Stuttgart, 1997.
  • [5] ISO 2394. General principles on reliability for structures. Switzerland, 1998.
  • [6] Melchers R. E.: Structural reliability analysis and prediction, 2 nd ed., John Wiley & Sons, Chister, 1999.
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  • [8] Fib Bulletin No.34. Model code for service life design. 2006.
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  • [10] Zhong W.Q. & Zhao Y.G.: Reliability bound estimation for R.C. structures under corrosive effects. Collaboration and harmonization in creative systems-hara (eds), Taylor&Francis group, London, 755-761, 2005.
  • [11] Rosowsky D. & Ellingwood B.: Reliability of wood systems subjected to stochastic live loads. Wood and Fiber Science, 24 (1): 47-59, 1992.
  • [12] Ellingwood B.R.: Wind and snow load statistics for probabilistic design. Journal of Structural Division, ASCE 107(7): 1345-1349, 1981.
  • [13] Kudzys A.: Transformed conditional probabilities in analysis of stochastic sequences. Summer Safety and Reliability Seminars, SSARS 2007, Gdansk-Sopot, Poland: 243-250, 2007.
  • [14] Stewart M.G.: & Rosowsky D.V.: System risk for multi storey reinforced concrete building construction. Probabilistic mechanics and structural reliability, Proceedings of the Seventh Specialty Conference, ASCE, New York: 230-233, 1996.
  • [15] EN 1990. Eurocode-Basic of structural design. CEN, Brussels, 2002.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BTB2-0058-0020
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