Publication detail

Model test of the prestressed concrete membrane

STRÁSKÝ, J. KALÁB, P.

Original Title

Model test of the prestressed concrete membrane

English Title

Model test of the prestressed concrete membrane

Type

conference paper

Language

en

Original Abstract

The roof is assembled of precast members suspended on a net of cables anchored at inclined arches. Prestressing done after casting the joints between the arches and among the precast members guarantees the siffness of the roof. The model is in the scale 1:10, the arches are formed by steel pipes filed with high-strength concrete, the precast members are from light-weight concrete. The structure is described in terms of the structural lsolution and static analysis, the model lis described in terms of the model similarity, production and erection.

English abstract

The roof is assembled of precast members suspended on a net of cables anchored at inclined arches. Prestressing done after casting the joints between the arches and among the precast members guarantees the siffness of the roof. The model is in the scale 1:10, the arches are formed by steel pipes filed with high-strength concrete, the precast members are from light-weight concrete. The structure is described in terms of the structural lsolution and static analysis, the model lis described in terms of the model similarity, production and erection.

Keywords

space structure; prestressed concrete; membrane; bearing and prestressing cables; lightweight and high-strength concrete; static analysis

RIV year

2007

Released

03.12.2007

Publisher

University IUAV

Location

Venice-Italy

Pages from

325

Pages to

326

Pages count

2

BibTex


@inproceedings{BUT25695,
  author="Jiří {Stráský} and Pavel {Kaláb}",
  title="Model test of the prestressed concrete membrane",
  annote="The roof is assembled of precast members suspended on a net of cables anchored at inclined arches. Prestressing done after casting the joints between the arches and among the precast members guarantees the siffness of the roof. The model is in the scale 1:10, the arches are formed by steel pipes filed with high-strength concrete, the precast members are from light-weight concrete. The structure is described in terms of the structural lsolution and static analysis, the model lis described in terms of the model similarity, production and erection.",
  address="University IUAV",
  booktitle="IASS 2007: Shell and Spatial Structures",
  chapter="25695",
  edition="2007",
  institution="University IUAV",
  year="2007",
  month="december",
  pages="325--326",
  publisher="University IUAV",
  type="conference paper"
}