Publication result detail

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

LAWANWISUT, W.; NOVÁK, D.; TEPLÝ, B.

Original Title

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

English Title

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

Type

Paper in proceedings (conference paper)

Original Abstract

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

English abstract

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

Keywords

reinforced concrete, reliability, random fields, sensitivity

Key words in English

reinforced concrete, reliability, random fields, sensitivity

Authors

LAWANWISUT, W.; NOVÁK, D.; TEPLÝ, B.

RIV year

2011

Released

01.06.2001

Publisher

Newport Beach

Location

California, USA

ISBN

90-5809-197-X

Book

Structural Safety and Reliability

Pages from

1

Pages count

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"
}