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Fuzzy random dynamical reliability analysis of aseismic structures

  • Jin ping Ou*
  • , Guang yuan Wang
  • *Corresponding author for this work
  • Harbin Institute of Technology

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

Abstract

In our previous papers, by taking account of the fuzziness in the earthquake excitation, a fuzzy random model of earthquake ground motion has been established and a method of fuzzy random response analysis of aseismic structure has been presented. In this paper, the fuzziness of the damage grades is further taken into account and the fuzzy safe criterion is presented. Then, by making use of the results of fuzzy random seismic response analysis, the fuzzy random dynamical reliabilities of a SDOF hysteretic structure, and a MODF hysteretic structure subjected to earthquake are researched and their concrete formulas are derived under some proper assumptions.

Original languageEnglish
Title of host publicationProc ICOSSAR 89 5th Int Conf Struct Saf Reliab
PublisherPubl by ASCE
Pages1775-1778
Number of pages4
ISBN (Print)0872627438
StatePublished - 1989
EventProceedings of ICOSSAR '89, the 5th International Conference on Structural Safety and Reliability, Part III - San Francisco, CA, USA
Duration: 7 Aug 198911 Aug 1989

Publication series

NameProc ICOSSAR 89 5th Int Conf Struct Saf Reliab

Conference

ConferenceProceedings of ICOSSAR '89, the 5th International Conference on Structural Safety and Reliability, Part III
CitySan Francisco, CA, USA
Period7/08/8911/08/89

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