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Energy based system identification using quick-release experiments

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

This study presents a time-domain system identification method which is used to identify nonlinear hysteretic properties of isolation bearings installed in seismically isolated bridge structures from quick release experiments. The method utilizes a computational model of the bridge and an optimization technique to minimize an objective function which ensures the energy balance within the structural system at any given instant of time. It is shown that in the proposed method that the objective function is an algebraic quantity which does not require the solution of nonlinear second-order differential equations of motion. Hence, computational effort is minimal. Copyright ASCE 2004.

Original languageEnglish
Title of host publicationStructures Congress 2000
Subtitle of host publicationAdvanced Technology in Structural Engineering
DOIs
StatePublished - 2004
EventStructures Congress 2000: Advanced Technology in Structural Engineering - Philadelphia, PA, United States
Duration: May 8 2000May 10 2000

Publication series

NameStructures Congress 2000: Advanced Technology in Structural Engineering
Volume103

Conference

ConferenceStructures Congress 2000: Advanced Technology in Structural Engineering
Country/TerritoryUnited States
CityPhiladelphia, PA
Period05/8/0005/10/00

Keywords

  • Base isolation
  • Bearings
  • Bridge tests
  • Models
  • Seismic stability

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