Response modification approach for safe extension of bridge life

Andrew J. Gastineau, Steven F. Wojtkiewicz, Arturo E Schultz

Research output: Contribution to journalArticlepeer-review

2 Scopus citations

Abstract

A large portion of highway bridges in the United States are reaching or have reached their intended design lives. To avoid replacing a large number of bridges simultaneously, methodologies to safely extend their lives are important to help avoid high replacement costs and to schedule bridge replacement over a longer time window. This paper proposes an approach to extend the fatigue life of vulnerable steel bridges through a response modification apparatus, consisting of a mechanical amplifier and a response modification device, which provides supplemental stiffness and damping to the bridge. Because of the relatively small deflections encountered under typical service loads, the use of a mechanical amplifier allows for a smaller apparatus and enables a more efficient device to provide adequate response modification forces to the bridge. Herein, the use of a scissor jack as the mechanical amplifier is proposed for use in bridge applications, and its utility in concert with a passive stiffness device is demonstrated by application to a simple beam structure. Reductions in moment ranges of 37% and safe life extensions of 300% are achieved on a simple beam model with the proposed response modification apparatus.

Original languageEnglish (US)
Pages (from-to)728-732
Number of pages5
JournalJournal of Bridge Engineering
Volume17
Issue number4
DOIs
StatePublished - Jul 1 2012

Keywords

  • Bridges
  • Fatigue life
  • Response Modification
  • Steel
  • Structural control

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