Detail publikačního výsledku

Reliability Analysis of Reinforced Concrete Beams: Deterioration, Sensitivity and Spatial Variability Aspects

LAWANWISUT, W.; NOVÁK, D.; TEPLÝ, B.

Originální název

Reliability Analysis of Reinforced Concrete Beams: Deterioration, Sensitivity and Spatial Variability Aspects

Anglický název

Reliability Analysis of Reinforced Concrete Beams: Deterioration, Sensitivity and Spatial Variability Aspects

Druh

Stať ve sborníku v databázi WoS či Scopus

Originální abstrakt

The modelling of structural resistance and reliability of reinforced concrete structures decreasing in time due to the deterioration is the subject of the paper.

Anglický abstrakt

The modelling of structural resistance and reliability of reinforced concrete structures decreasing in time due to the deterioration is the subject of the paper.

Klíčová slova

reinforced concrete, reliability, random fields, sensitivity

Klíčová slova v angličtině

reinforced concrete, reliability, random fields, sensitivity

Autoři

LAWANWISUT, W.; NOVÁK, D.; TEPLÝ, B.

Rok RIV

2011

Vydáno

01.06.2001

Nakladatel

Newport Beach

Místo

California, USA

ISBN

90-5809-197-X

Kniha

Structural Safety and Reliability

Strany od

1

Strany počet

8

BibTex

@inproceedings{BUT7927,
  author="Wimon {Lawanwisut} and Drahomír {Novák} and Břetislav {Teplý}",
  title="Reliability Analysis of Reinforced Concrete Beams: Deterioration, Sensitivity and Spatial Variability Aspects",
  booktitle="Structural Safety and Reliability",
  year="2001",
  pages="8",
  publisher="Newport Beach",
  address="California, USA",
  isbn="90-5809-197-X"
}