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Application of the specific barrier model to the seismic fragility assessment of critical facilities

  • SUNY Buffalo
  • University of Patras

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

1 Scopus citations

Abstract

This paper presents the results of a numerical study on the influence of structural passive supplemental damping systems on structural and nonstructural seismic fragilities of a critical facility. Hysteretic and viscous damping systems are used to retrofit a 4-story steel framed prototype building assumed to be part of an acute care facility which contains different types of secondary nonstructural systems attached at various levels of the building. The recently calibrated Specific Barrier Model (SBM) is used to simulate four different ensembles of synthetic strong ground motions for a hypothetical site located on the west-coast of the United States. Each ensemble is representative of a different seismic hazard level at the site. Nonlinear dynamic analyses are performed to generate fragility curves for the structural system and nonstructural components based on various performance objectives. The performance of each passive supplemental damping system in reducing the seismic fragilities of both structural and nonstructural components is evaluated.

Original languageEnglish
Title of host publication8th US National Conference on Earthquake Engineering 2006
Pages7157-7166
Number of pages10
StatePublished - 2006
Event8th US National Conference on Earthquake Engineering 2006 - San Francisco, CA, United States
Duration: Apr 18 2006Apr 22 2006

Publication series

Name8th US National Conference on Earthquake Engineering 2006
Volume12

Conference

Conference8th US National Conference on Earthquake Engineering 2006
Country/TerritoryUnited States
CitySan Francisco, CA
Period04/18/0604/22/06

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