Nonlinear load exceedances with correlated sustained load process

Karen C. Chou*

*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

Past studies on nonlinear structural response of a single member only concerned with independent, identically distributed load magnitudes. When the structural member is subjected to cumulative loads such as a column at the lower level of a multistories building, the cumulative load magnitudes will no longer be independent even though the individual loads may be independent. In this paper, a discussion on the analysis of nonlinear load exceedances of a single structural member subjected to correlated sustained load process is presented.

Original languageEnglish (US)
Title of host publicationProc ICOSSAR 89 5th Int Conf Struct Saf Reliab
PublisherPubl by ASCE
Pages1815-1818
Number of pages4
ISBN (Print)0872627438
StatePublished - Dec 1 1989
EventProceedings of ICOSSAR '89, the 5th International Conference on Structural Safety and Reliability, Part III - San Francisco, CA, USA
Duration: Aug 7 1989Aug 11 1989

Other

OtherProceedings of ICOSSAR '89, the 5th International Conference on Structural Safety and Reliability, Part III
CitySan Francisco, CA, USA
Period8/7/898/11/89

ASJC Scopus subject areas

  • Engineering(all)

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