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LEHKÝ, D.; ŠOMODÍKOVÁ, M.; LIPOWCZAN, M.
Original Title
Determination of uncertain design parameters of post-tensioned composite bridge
English Title
Type
Paper in proceedings (conference paper)
Original Abstract
In the paper a soft-computing based small-sample inverse reliability method is employed to find selected design parameters of a single-span post-tensioned composite bridge to ensure its reliability and load-bearing capacity. The analyzed bridge is made of precast post-tensioned concrete girders, each composed of six segments that are connected by the transverse joints. According to diagnostic survey the bridge exhibits a spatial variability of deterioration which brings uncertainty into actual values of concrete strength in transverse joints and of actual loss of pre-stressing. Because of their significant effect on the bridge load-bearing capacity and reliability, both were considered as uncertain design parameters with the aim to find their critical values corresponding to desired reliability level and load-bearing capacity.
English abstract
Keywords
Determination, parameters, composite bridge, soft-computing, reliability method
Key words in English
Authors
RIV year
2017
Released
26.06.2016
Location
Brazílie
ISBN
978-1-138-02851-7
Book
Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks
Pages from
1770
Pages to
1775
Pages count
6
BibTex
@inproceedings{BUT127073, author="David {Lehký} and Martina {Sadílková Šomodíková} and Martin {Lipowczan}", title="Determination of uncertain design parameters of post-tensioned composite bridge", booktitle="Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks", year="2016", pages="1770--1775", address="Brazílie", isbn="978-1-138-02851-7" }