Time-Variant Reliability Analysis

Ajit Kumar Verma (), Srividya Ajit () and Hari Prasad Muruva ()
Additional contact information
Ajit Kumar Verma: Stord/Haugesund University College
Srividya Ajit: Stord/Haugesund University College
Hari Prasad Muruva: BARC

Chapter Chapter 6 in Risk Management of Non-Renewable Energy Systems, 2015, pp 307-362 from Springer

Abstract: Abstract Structural reliability analysis aims at computing the probability of failure of a structural system with respect to a prescribed failure criterion by accounting the uncertainties arising in the model description (geometry, material properties) or the environment (loading). When the behavior of the system under consideration evolves in time, the reliability problem is referred to as time variant. In general just mentioning a value for the reliability does not give any meaning without specifying the period of time for which it was derived.

Keywords: Peak Ground Acceleration; Failure Probability; Stress Corrosion; Stress Corrosion Crack; Stress Amplitude (search for similar items in EconPapers)
Date: 2015
References: Add references at CitEc
Citations:

There are no downloads for this item, see the EconPapers FAQ for hints about obtaining it.

Related works:
This item may be available elsewhere in EconPapers: Search for items with the same title.

Export reference: BibTeX RIS (EndNote, ProCite, RefMan) HTML/Text

Persistent link: https://EconPapers.repec.org/RePEc:spr:ssrchp:978-3-319-16062-7_6

Ordering information: This item can be ordered from
http://www.springer.com/9783319160627

DOI: 10.1007/978-3-319-16062-7_6

Access Statistics for this chapter

More chapters in Springer Series in Reliability Engineering from Springer
Bibliographic data for series maintained by Sonal Shukla () and Springer Nature Abstracting and Indexing ().