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Vertical stiffness for tube bridges: Comparing pontoons and tethers

 Vertical stiffness for tube bridges: Comparing pontoons and tethers
Auteur(s): , , , ,
Présenté pendant IABSE Conference: Structural Engineering: Providing Solutions to Global Challenges, Geneva, Switzerland, September 2015, publié dans , pp. 2093-2100
DOI: 10.2749/222137815818203944
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The present paper focuses on dynamic action challenges for Submerged Floating Tube Bridges (SFTB) over longer spans. Response analyses have been performed in time domain for a tether concept and a ...
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Détails bibliographiques

Auteur(s): (REINERTSEN, Trondheim, Norway)
(REINERTSEN, Trondheim, Norway)
(REINERTSEN, Trondheim, Norway)
(Dr.techn.Olav Olsen, Oslo, Norway)
(Dr.techn.Olav Olsen, Oslo, Norway)
(Norconsult, Oslo, Norway)
(Norwegian Public Roads Administration, Oslo, Norway)
(Norwegian Public Roads Administration, Oslo, Norway)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Conference: Structural Engineering: Providing Solutions to Global Challenges, Geneva, Switzerland, September 2015
Publié dans:
Page(s): 2093-2100 Nombre total de pages (du PDF): 8
Page(s): 2093-2100
Nombre total de pages (du PDF): 8
Année: 2015
DOI: 10.2749/222137815818203944
Abstrait:

The present paper focuses on dynamic action challenges for Submerged Floating Tube Bridges (SFTB) over longer spans. Response analyses have been performed in time domain for a tether concept and a pontoon concept, respectively, using 3Dfloat software. Natural periods are compared with an analytic approach. Vertical displacements and accelerations are taken out for different swell and wind generated sea load cases.

Mots-clé:
pontons