Insufficient feedback: structural reliability analysis
Introduction to structural reliability
Article REF: SE2070 V2
Insufficient feedback: structural reliability analysis
Introduction to structural reliability

Author : André lannoy

Publication date: July 10, 2011 | Lire en français

Logo Techniques de l'Ingenieur You do not have access to this resource.
Request your free trial access! Free trial

Already subscribed?

6. Insufficient feedback: structural reliability analysis

6.1 Objective of reliability analysis of structures and indicators

The aim of such an analysis is to determine the probability of an undesirable event occurring over an a priori specified time horizon.

For a structure, an undesirable event is a failure or non-compliance with acceptability criteria, generally a rupture or a limit state.

The probability of failure is calculated for a fixed time horizon: for example, this probability is evaluated for a 10-year time horizon for the OMF – structures methodology, or for 20 or even 30 years in the case of long-term sustainability.

A calculation concerns only one ageing mechanism, but a structure generally undergoes several degradation mechanisms. It is therefore necessary...

You do not have access to this resource.
Logo Techniques de l'Ingenieur

Exclusive to subscribers. 97% yet to be discovered!

You do not have access to this resource. Click here to request your free trial access!

Already subscribed?


Ongoing reading
Insufficient feedback: structural reliability analysis

Article included in this offer

"Safety and risk management"

( 460 articles )

Complete knowledge base

Updated and enriched with articles validated by our scientific committees

Services

A set of exclusive tools to complement the resources

View offer details
Contact us