Bausk A. Uncertainty propagation in reliability analysis of NPP structures important to safety

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0408U003340

Thesis Registration Form

0408U003340.pdf

Applicant for

Specialization

  • 05.23.01 - Будівельні конструкції, будівлі та споруди

19-06-2008

Specialized Academic Board

Д 08.085.02

Prydniprovsk State Academy of Civil Engineering and Architecture, Dnipropetrovs'k, Ukraine

Essay

The thesis is dedicated to improving methods for reliability and safety assessment of reinforced concrete structures of nuclear power plants in presence of uncertainty. An interval analysis method is proposed to calculate the non- deterministic response of a finite element model. An algorithm is developed for second-order uncertainty quantification when defining the reliability characteristics of a reinforced concrete structural element. A methodology is proposed for uncertainty quantification in reliability analysis. The uncertainty impact on reliability estimation is analysed. Target field: structural engineering.

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Files

aref.doc

dis.doc

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