Reduced formulation for post-elastic seismic response of dual load path bridges

E. Tubaldi, A. Dall'Asta, L. Dezi

Research output: Contribution to journalArticle

Abstract

The paper analyzes the transverse seismic behaviour of multi-span bridges with dissipative piers and a continuous deck transversally restrained at the abutments. These structural systems have a " dual load path" behaviour and their failure may occur in the piers or in the deck, depending mainly on geometry and stiffness distribution.A simplified analytical model and formulation are defined in order to derive the properties of an elasto-plastic single-degree-of-freedom system equivalent to the bridges, which can be used for design purposes or for preliminary analyses. Analytical expressions are proposed for describing the post-elastic system behaviour, the global dissipative capacity, and the failure modalities. These expressions can be written in terms of non-dimensional characteristic parameters to shed light on the relationship between the seismic capacity and the bridge properties.The proposed analytical formulation is applied to the analysis of a set of continuous multi-span steel-concrete composite bridges with different static schemes and stiffness distributions. The accuracy of the simplified model is tested by comparison with the results of incremental dynamic analysis performed on three-dimensional nonlinear finite element models.
LanguageEnglish
Pages178-187
Number of pages10
JournalEngineering Structures
Volume51
Early online date24 Feb 2012
DOIs
Publication statusPublished - 31 Jul 2012

Fingerprint

Seismic response
Stiffness
Composite bridges
Abutments (bridge)
Bridge piers
Bridge decks
Concrete bridges
Piers
Dynamic analysis
Analytical models
Plastics
Geometry
Steel

Keywords

  • characteristic parameter
  • incremental dynamic analysis
  • load paths
  • seismic behaviour
  • single degree of freedom systems
  • steel-concrete composite bridges
  • stiffness distributions
  • three-dimensional nonlinear finite element model
  • composite bridges
  • ductility
  • finite element method
  • offshore pipelines
  • piers
  • stiffness
  • three dimensional
  • dynamic analysis
  • numerical model
  • seismic response
  • structural response
  • bridges

Cite this

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Reduced formulation for post-elastic seismic response of dual load path bridges. / Tubaldi, E.; Dall'Asta, A.; Dezi, L.

In: Engineering Structures, Vol. 51, 31.07.2012, p. 178-187.

Research output: Contribution to journalArticle

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