CaltechAUTHORS
  A Caltech Library Service

Analytical Approximation for Stationary Reliability of Certain and Uncertain Linear Dynamic Systems with Higher Dimensional Output

Taflanidis, A. A. and Beck, J. L. (2006) Analytical Approximation for Stationary Reliability of Certain and Uncertain Linear Dynamic Systems with Higher Dimensional Output. Earthquake Engineering and Structural Dynamics, 35 (10). pp. 1247-1267. ISSN 0098-8847. https://resolver.caltech.edu/CaltechAUTHORS:20120817-162204202

Full text is not posted in this repository. Consult Related URLs below.

Use this Persistent URL to link to this item: https://resolver.caltech.edu/CaltechAUTHORS:20120817-162204202

Abstract

An analytical approximation for the calculation of the stationary reliability of linear dynamic systems with higher-dimensional output under Gaussian excitation is presented. For systems with certain parameters theoretical and computational issues are discussed for two topics: (1) the correlation of failure events at different parts of the failure boundary and (2) the approximation of the conditional out-crossing rate across the failure boundary by the unconditional one. The correlation in the first topic is approximated by a multivariate integral, which is evaluated numerically by an efficient algorithm. For the second topic some existing semi-empirical approximations are discussed and a new one is introduced. The extension to systems with uncertain parameters requires the calculation of a multi-dimensional reliability integral over the space of the uncertain parameters. An existing asymptotic approximation is used for this task and an efficient scheme for numerical calculation of the first- and second-order derivatives of the integrand is presented. Stochastic simulation using an importance sampling approach is also considered as an alternative method, especially for cases where the dimension of the uncertain parameters is moderately large. Comparisons between the proposed approximations and Monte Carlo simulation for some examples related to earthquake excitation are made. It is suggested that the proposed analytical approximations are appropriate for problems that require a large number of consistent error estimates of the probability of failure, as occurs in reliability-based design optimization. Numerical problems regarding computational efficiency may arise when the dimension of both the output and the uncertain parameters is large.


Item Type:Article
Related URLs:
URLURL TypeDescription
http://onlinelibrary.wiley.com/doi/10.1002/eqe.581/abstractPublisherUNSPECIFIED
http://dx.doi.org/10.1002/eqe.581DOIUNSPECIFIED
ORCID:
AuthorORCID
Taflanidis, A. A.0000-0002-9784-7480
Additional Information:Copyright © 2006 John Wiley & Sons. Received 30 November 2005, Revised 27 February 2006, Accepted 28 February 2006.
Subject Keywords:structural reliability; first-passage problem; reliability design and optimization; model uncertainty
Issue or Number:10
Record Number:CaltechAUTHORS:20120817-162204202
Persistent URL:https://resolver.caltech.edu/CaltechAUTHORS:20120817-162204202
Usage Policy:No commercial reproduction, distribution, display or performance rights in this work are provided.
ID Code:33327
Collection:CaltechAUTHORS
Deposited By: Carmen Nemer-Sirois
Deposited On:22 Aug 2012 00:02
Last Modified:03 Oct 2019 04:09

Repository Staff Only: item control page