The problem of determining the probability that a structure becomes unsafe under random excitation over a given period of time is addressed. The excitation is modeled as zero mean Gaussian white noise, and the structure is modeled as a simple oscillator: linear, hardening Duffing, VanderPol, and power-law damped. Failure corresponds to first exceedance of symmetrically disposed absorbing barriers. This is the well known first passage problem in random vibration. A well posed initial-boundary value problem for the failure process is derived from Markov process theory and is solved by a Petrov-Galerkin finite element method. Also, a boundary value problem for the moments of the failure process is derived and similarly solved. Failure of high...
Most mechanical and structural failures can be formulated as first passage problems. The traditional...
Abstract-The response of a rigid rectangular block resting on a rigid foundation and acted upon simu...
The response of simple structural systems to stationary random excitation is considered under two cr...
152 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1985.A method to determine the ord...
In this paper the problem of calculating the probability of failure of linear dynamical systems subj...
Close approximations to the first-passage probability of failure in random vibration can be obtained...
A closed-form analytical estimate is given for the probability distribution of the time required for...
In this paper the problem of calculating the probability of failure of linear dynamic systems subjec...
The response of simple structural systems to stationary random excitation is considered under two cr...
In this paper the problem of calculating the probability of failure of linear dynamic systems subjec...
Close approximations to the first passage probability of failure in random vibration can be obtained...
A simple numerical scheme is proposed for computing the probability of first passage failure, P(T
The response of a rigid rectangular block resting on a rigid foundation and acted upon simultaneousl...
The probability that a random process crosses an arbitrary level for the first time is expressed as ...
First examined is the problem of obtaining the nonstationary stochastic response of a nonlinear syst...
Most mechanical and structural failures can be formulated as first passage problems. The traditional...
Abstract-The response of a rigid rectangular block resting on a rigid foundation and acted upon simu...
The response of simple structural systems to stationary random excitation is considered under two cr...
152 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1985.A method to determine the ord...
In this paper the problem of calculating the probability of failure of linear dynamical systems subj...
Close approximations to the first-passage probability of failure in random vibration can be obtained...
A closed-form analytical estimate is given for the probability distribution of the time required for...
In this paper the problem of calculating the probability of failure of linear dynamic systems subjec...
The response of simple structural systems to stationary random excitation is considered under two cr...
In this paper the problem of calculating the probability of failure of linear dynamic systems subjec...
Close approximations to the first passage probability of failure in random vibration can be obtained...
A simple numerical scheme is proposed for computing the probability of first passage failure, P(T
The response of a rigid rectangular block resting on a rigid foundation and acted upon simultaneousl...
The probability that a random process crosses an arbitrary level for the first time is expressed as ...
First examined is the problem of obtaining the nonstationary stochastic response of a nonlinear syst...
Most mechanical and structural failures can be formulated as first passage problems. The traditional...
Abstract-The response of a rigid rectangular block resting on a rigid foundation and acted upon simu...
The response of simple structural systems to stationary random excitation is considered under two cr...