Publication detail

Opinions on static renewal of precast concrete buildings

ŠTĚPÁNEK, P.

Original Title

Opinions on static renewal of precast concrete buildings

English Title

Opinions on static renewal of precast concrete buildings

Type

conference paper

Language

en

Original Abstract

Some aspects and experience with the static part of the revitalisation problem of precast panel buildings are stated. The contribution presents description of the expertise method for qualification of static reliability and highlights some possible difficulties or mistakes of calculation. The deterministic and probabilistic approach is presented. Numerical studies simulating real behaviour of a structure by the finite element method (spatial and wall models) have been carried out. The non-linear experimentally determined stress-strain diagram of the vertical joint is applied. On the parametrical studies the main factors influencing reliability of the obtained results have been stated.

English abstract

Some aspects and experience with the static part of the revitalisation problem of precast panel buildings are stated. The contribution presents description of the expertise method for qualification of static reliability and highlights some possible difficulties or mistakes of calculation. The deterministic and probabilistic approach is presented. Numerical studies simulating real behaviour of a structure by the finite element method (spatial and wall models) have been carried out. The non-linear experimentally determined stress-strain diagram of the vertical joint is applied. On the parametrical studies the main factors influencing reliability of the obtained results have been stated.

RIV year

2001

Released

01.09.2001

Publisher

FIB Berlin

Location

Berlín, SRN

Pages from

1

Pages to

8

Pages count

8

BibTex


@inproceedings{BUT6691,
  author="Petr {Štěpánek}",
  title="Opinions on static renewal of precast concrete buildings",
  annote="Some aspects and experience with the static part of the revitalisation problem of precast panel buildings are stated. The contribution presents description of the expertise method for qualification of static reliability and highlights some possible difficulties or mistakes of calculation. The deterministic and probabilistic approach is presented. Numerical studies simulating real behaviour of a structure by the finite element method (spatial and wall models) have been carried out. The non-linear experimentally determined stress-strain diagram of the vertical joint is applied. On the parametrical studies the main factors influencing reliability of the obtained results have been stated.",
  address="FIB Berlin",
  booktitle="Kongres FIB, Concrete and Environment",
  chapter="6691",
  institution="FIB Berlin",
  year="2001",
  month="september",
  pages="1",
  publisher="FIB Berlin",
  type="conference paper"
}