Detail publikace

Willamette river bridge, Eugene, Oregon, USA

STRÁSKÝ, J. BOLLMAN, J. NEČAS, R. KOLÁČEK, J.

Originální název

Willamette river bridge, Eugene, Oregon, USA

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

The interstate I-5 bridge of total length of 604.9 m is described in terms of its architectural and structural solution and a process of the construction. The bridge consists of the main bridge crossing the river and approaches crossing the local highway and railways. The main bridge is formed by two arch spans of length 118.877 and 126.786 m. The deck that is formed by two girders and a deck slab is stiffened by cross beams, the arches are formed by two ribs without any bracing. The bridge was designed on the basis of a very detailed static and dynamic analysis.

Klíčová slova

deck arch bridge; double tee deck; precast diaphragms; stability analysis; seismic analysis; progressive erection

Autoři

STRÁSKÝ, J.; BOLLMAN, J.; NEČAS, R.; KOLÁČEK, J.

Rok RIV

2011

Vydáno

8. 6. 2011

Nakladatel

Czech Concrete Society (CBS) / Czech fib National Member Group

Místo

Praha

ISBN

978-80-87158-29-6

Kniha

fib Symposium PRAGUE 2011 CONCRETE ENGINEERING FOR EXCELLENCE AND EFFICIENCY

Edice

2011

Číslo edice

1

Strany od

963

Strany do

966

Strany počet

4

BibTex

@inproceedings{BUT36046,
  author="Jiří {Stráský} and Jim {Bollman} and Radim {Nečas} and Jan {Koláček}",
  title="Willamette river bridge, Eugene, Oregon, USA",
  booktitle="fib Symposium PRAGUE 2011 CONCRETE ENGINEERING FOR EXCELLENCE AND EFFICIENCY",
  year="2011",
  series="2011",
  number="1",
  pages="963--966",
  publisher="Czech Concrete Society (CBS) / Czech fib National Member Group",
  address="Praha",
  isbn="978-80-87158-29-6"
}