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Seismic performance and retrofitting of steel bearings

  • SUNY Buffalo

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

Abstract

The seismic performance of high type steel bridge bearings of both the fixed and expansion/rocker type are investigated. Simple seismic retrofit strategies are proposed and investigated experimentally. It is shown that by retrofitting existing high type steel bridge bearings it is possible to provide sufficient strength and displacement capability to withstand substantial ground shaking. The weak link in the chain of force transmission may thus become the anchor bolts and/or the reinforced concrete pedestal. In order to understand the influence of the reinforced concrete pedestal and mild steel anchorage on the overall behavior of a high type fixed bearing assembly, a full scale reinforced concrete cap beam with pedestals was constructed. The test results demonstrate the importance of considering the flexibility and strength of the concrete pedestal-anchor bolt system. As a retrofit method for the damaged reinforced concrete pedestal a steel jacketing retrofit wrapped around the damaged reinforced concrete pedestal and bearing was investigated. Once retrofitted, it is shown that essentially elastic behavior may be expected in an earthquake.

Original languageEnglish
Title of host publication4th World Congress on Joint Sealants and Bearing Systems for Concrete Structures V2
EditorsBarrie Barrie Atkinson
PublisherAmerican Concrete Institute
Pages323-336
Number of pages14
ISBN (Electronic)9780870316630
StatePublished - Nov 1 1996
Event4th World Congress on Joint Sealants and Bearing Systems for Concrete Structures V2 - Sacramento, United States
Duration: Sep 29 1996 → Oct 3 1996

Publication series

NameAmerican Concrete Institute, ACI Special Publication
VolumeSP-164
ISSN (Print)0193-2527

Conference

Conference4th World Congress on Joint Sealants and Bearing Systems for Concrete Structures V2
Country/TerritoryUnited States
CitySacramento
Period09/29/96 → 10/3/96

Keywords

  • Anchor bolts
  • Bridge bearings
  • Earthquake-resistant structures
  • Elastic analysis
  • Reinforced concretes

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