Detail publikace

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

Jazyk

en

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.

Dokumenty

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",
  annote="The modelling of structural resistance and reliability of reinforced concrete structures decreasing in time due to the deterioration is the subject of the paper.",
  address="Newport Beach",
  booktitle="Structural Safety and Reliability",
  chapter="7927",
  institution="Newport Beach",
  year="2001",
  month="june",
  pages="1",
  publisher="Newport Beach",
  type="conference paper"
}