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Calculation of a sheet pile wall reliability index in ultimate and serviceability limit states

Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The paper presents the procedure of calculating reliability index for a sheet pile wall loaded with a horizontal force. The procedure is carried out with the equations representing the ultimate and serviceability limit states. The calculation of the reliability index related to bearing capacity limit state was based on a response surface made of the largest bending moments in a sheet pile wall, while the reliability index of serviceability limit state was obtained by forming another response surface involving the maximum horizontal displacements of pile heads. The global reliability index was calculated with the use of the appropriate equations derived from system reliability analysis.
Wydawca
Rocznik
Strony
55--64
Opis fizyczny
bibliogr. 7 poz.
Twórcy
autor
autor
  • Institute of Mining, Wrocław University of Technology, Wybrzeże Wyspiańskiego 27, 50-370 Wrocław
Bibliografia
  • [1] DITLEVSEN O., MADSEN H.O., Structural Reliability Methods, John Wiley & Sons, Chichester, 1996.
  • [2] Polish Standard. PN-B-03264, Concrete, reinforced-concrete and compressed structures. Static calculations and design (in Polish), Warszawa, 2002.
  • [3] MYERS R.H., MONTGOMERY D.C., Response Surface Methodology Process and Product Optimisation Using Design Experiments, John Wiley and Sons, New York, 1995.
  • [4] BAUER J., PUŁA W., Reliability with respect to settlement limit-states of shallow foundation on linearly-deformable subsoil, Computers & Geotechnics, 2000a, 25, No. 3–4, 281–308.
  • [5] HOHENBICHLER M., GOLLWITZER S., KRUSE W., RACKWITZ R., New light on first- and second-order reliability methods, Structural Safety, 1987, 4, 267–284.
  • [6] PUŁA W., Applications of structural reliability theory in the assessment of foundation safety (in Polish), Wrocław, Oficyna Wydawnicza PWroc., 2004.
  • [7] DITLEVSEN O., Narrow reliability bounds for structural systems, Journal of Structural Mechanics, 1979, Vol. 7, No. 4, 453–472.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPW8-0012-0004
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