Detail publikace

Rogue River Pedestrian Bridge

Originální název

Rogue River Pedestrian Bridge

Anglický název

Rogue River Pedestrian Bridge

Jazyk

en

Originální abstrakt

The bridge consists of a stress-ribbon concrete deck of 3 spans of length of 73.15+84.73+42.67 m supported by the abutments and two piers. The deck is composite of precast concrete elements with a cast-in-place concrete slab. The horizontal forcec in the stress-ribbon deck are resisted at the abutments by a combination of steel H-piles and tiebacks. Structural solution and technology of construction is described.

Anglický abstrakt

The bridge consists of a stress-ribbon concrete deck of 3 spans of length of 73.15+84.73+42.67 m supported by the abutments and two piers. The deck is composite of precast concrete elements with a cast-in-place concrete slab. The horizontal forcec in the stress-ribbon deck are resisted at the abutments by a combination of steel H-piles and tiebacks. Structural solution and technology of construction is described.

BibTex


@inbook{BUT54881,
  author="Jiří {Stráský}",
  title="Rogue River Pedestrian Bridge",
  annote="The bridge consists of a stress-ribbon concrete deck of 3 spans of length of 73.15+84.73+42.67 m supported by the abutments and two piers. The deck is  composite of precast concrete elements with a cast-in-place concrete slab. The horizontal forcec in the stress-ribbon deck are resisted at the abutments by a combination of steel H-piles and tiebacks.
Structural solution and technology of construction is described.",
  address="Wiley Academy Great Britain, UK",
  booktitle="Bridge Builders",
  chapter="54881",
  edition="neuvedeno",
  institution="Wiley Academy Great Britain, UK",
  year="2002",
  month="january",
  pages="92-95",
  publisher="Wiley Academy Great Britain, UK",
  type="book chapter"
}