Reliability assessment of concrete structures

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Authors: R Pukl, D. Novák, Konrad Bergmeister
Cited by: 0

Abstract

A probabilistic approach to the nonlinear analysis of concrete structures is presented. Finite element software ATENA was integrated with stochastic package FREET in order to randomize nonlinear simulation of engineering structures. The basic aim of the stochastic nonlinear analysis is to obtain an estimation of the structural response statistics (failure load, deflections, cracks, stresses, etc.). Reliability assessment of the analyzed structure is performed.

Fields of Study & Subjects

Probabilistic and Robust Engineering Design Structural Behavior of Reinforced Concrete Geotechnical Engineering and Analysis

Publication details

Journal / source
CRC Press eBooks
Pages
793–801
Publication date
24 February 2026
Language
EN
Document type
Book chapter