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NOVÁK, L.; NOVÁK, D.
Original Title
Semi-probabilistic assessment of prestressed concrete bridge
English Title
Type
Paper in proceedings (conference paper)
Original Abstract
The paper is focused on the assessment of existing prestressed concrete bridge by advanced semi-probabilistic methods. The bridge is represented by a non-linear finite element computational model and thus it is necessary to employ efficient methods for estimation of a coefficient of variation (ECoV). There are two practical cases studied presented in this paper: Semr-probabilistic analysis of single bridge girder and application of ECoV methods to bridge structure. It is shown how to determine design value of ultimate load capacity by semi-probabilistic approach in case of single bridge girder and obtained results are compared. Moreover, ECoV methods are applied in the second case study with a limited stochastic model and three analyzed limit states. Employed ECoV methods are compared to the reference value determined by Latin Hvpercube Sampling technique.
English abstract
Keywords
Bridge structures; Non-linear finite elements; Probabilistic analysis; Probabilistic approaches; Probabilistic assessments; Probabilistic methods; Sampling technique; Ultimate load capacity
Key words in English
Authors
RIV year
2023
Released
21.07.2021
ISBN
978-29-40-64311-0
Book
13th fib International PhD Symposium in Civil Engineering
Pages from
45
Pages to
51
Pages count
7
BibTex
@inproceedings{BUT182503, author="Lukáš {Novák} and Drahomír {Novák}", title="Semi-probabilistic assessment of prestressed concrete bridge", booktitle="13th fib International PhD Symposium in Civil Engineering", year="2021", pages="45--51", isbn="978-29-40-64311-0" }