Detail publikačního výsledku

Case study - Nonlinear reliability analysis of a concrete bridge

PUKL, R.; SAJDLOVÁ, T.; ŘOUTIL, L.; NOVÁK, D.; ŠEDA, P.

Originální název

Case study - Nonlinear reliability analysis of a concrete bridge

Anglický název

Case study - Nonlinear reliability analysis of a concrete bridge

Druh

Stať ve sborníku v databázi WoS či Scopus

Originální abstrakt

Nonlinear analysis is recently well-established methodology for safety assessment of bridge structures. Efficient techniques of both nonlinear numerical analysis of concrete structures and advanced stochastic simulation methods have been combined in order to offer an advanced tool assessment of realistic behavior of concrete structures and reliability assessment.

Anglický abstrakt

Nonlinear analysis is recently well-established methodology for safety assessment of bridge structures. Efficient techniques of both nonlinear numerical analysis of concrete structures and advanced stochastic simulation methods have been combined in order to offer an advanced tool assessment of realistic behavior of concrete structures and reliability assessment.

Klíčová slova

Nonlinear reliability analysis, concrete structures, numerical analysis

Klíčová slova v angličtině

Nonlinear reliability analysis, concrete structures, numerical analysis

Autoři

PUKL, R.; SAJDLOVÁ, T.; ŘOUTIL, L.; NOVÁK, D.; ŠEDA, P.

Rok RIV

2017

Vydáno

26.06.2016

Místo

Brazílie

ISBN

978-1-138-02851-7

Kniha

Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks

Strany od

2503

Strany do

2507

Strany počet

5

BibTex

@inproceedings{BUT127077,
  author="Radomír {Pukl} and Tereza {Sajdlová} and Ladislav {Řoutil} and Drahomír {Novák} and Pavel {Šeda}",
  title="Case study - Nonlinear reliability analysis of a concrete bridge",
  booktitle="Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks",
  year="2016",
  pages="2503--2507",
  address="Brazílie",
  isbn="978-1-138-02851-7"
}