A novel reliability evaluation method for large nonlinear engineering systems excited by dynamic loading applied in time domain is presented. For this class of problems, the performance functions are expected to be function of time and implicit in nature. Available first- or second-order reliability method (FORM/SORM) will be challenging to estimate reliability of such systems. Because of its inefficiency, the classical Monte Carlo simulation (MCS) method also cannot be used for large nonlinear dynamic systems. In the proposed approach, only tens instead of hundreds or thousands of deterministic evaluations at intelligently selected points are used to extract the reliability information. A hybrid approach, consisting of the stochastic finit...
As engineering applications become increasingly complex, they are often characterized by implicit re...
A primary research for system reliability of continuum structures is presented. Progressive failure ...
Most reliability methods are applicable only for relatively simple structural systems with analytica...
AbstractA novel reliability evaluation method for large nonlinear engineering systems excited by dyn...
A novel reliability evaluation method for large nonlinear engineering systems excited by dynamic loa...
A robust and sophisticated structural reliability evaluation procedure is presented. Reliability of ...
An efficient and accurate algorithm is developed to evaluate reliability in the time domain for nonl...
It is of great engineering interest to assess during the operation of a dynamic system whether it is...
118 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1993.An efficient, approximate met...
Abstract. A novel reliability analysis technique is presented to estimate the reli-ability of real s...
The problem of reliability analysis of randomly parametered, linear (or) nonlinear, structures Subje...
The current trend towards Performance Based Design (PBD) requiresthe development of methodologies fo...
Computation of the reliability of large technical systems is usually a very difficult problem for re...
The article considers sophisticated formats of the multivariate integration of time-dependent techni...
A novel reliability analysis technique is presented to estimate the reliability of real structural s...
As engineering applications become increasingly complex, they are often characterized by implicit re...
A primary research for system reliability of continuum structures is presented. Progressive failure ...
Most reliability methods are applicable only for relatively simple structural systems with analytica...
AbstractA novel reliability evaluation method for large nonlinear engineering systems excited by dyn...
A novel reliability evaluation method for large nonlinear engineering systems excited by dynamic loa...
A robust and sophisticated structural reliability evaluation procedure is presented. Reliability of ...
An efficient and accurate algorithm is developed to evaluate reliability in the time domain for nonl...
It is of great engineering interest to assess during the operation of a dynamic system whether it is...
118 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1993.An efficient, approximate met...
Abstract. A novel reliability analysis technique is presented to estimate the reli-ability of real s...
The problem of reliability analysis of randomly parametered, linear (or) nonlinear, structures Subje...
The current trend towards Performance Based Design (PBD) requiresthe development of methodologies fo...
Computation of the reliability of large technical systems is usually a very difficult problem for re...
The article considers sophisticated formats of the multivariate integration of time-dependent techni...
A novel reliability analysis technique is presented to estimate the reliability of real structural s...
As engineering applications become increasingly complex, they are often characterized by implicit re...
A primary research for system reliability of continuum structures is presented. Progressive failure ...
Most reliability methods are applicable only for relatively simple structural systems with analytica...