The focus of this paper is real-time Bayesian state estimation using nonlinear models. A recently developed method, the particle filter, is studied that is based on Monte Carlo simulation. Unlike the well-known extended Kalman filter, it is applicable to highly nonlinear systems with non-Gaussian uncertainties. The particle filter is applied to a real-data case study: a 7-story hotel whose structural system consists of non-ductile reinforced-concrete moment frames, one of which was severely damaged during the 1994 Northridge earthquake. An identification model derived from a nonlinear finite-element model of the building previously developed at Caltech is proposed. The particle filter provides consistent state and parameter estimates...
This paper focuses on determining the limit state exceeding probability of a deteriorating model usi...
The focus of this paper is Bayesian state and parameter estimation using nonlinear models. A recentl...
The problem of identification of multi-component and (or) spatially varying earthquake support motio...
The focus of this paper is real-time Bayesian state estimation using nonlinear models. A recently d...
The focus of this report is real-time Bayesian state estimation using nonlinear models. A recently d...
The focus of this paper is to demonstrate the application of a recently developed Bayesian state es...
This paper presents a new framework for output‐only nonlinear system and damage identification of ci...
This paper presents a new framework for the identification of mechanics-based nonlinear finite eleme...
This chapter presents a framework for the identification of nonlinear finite element (FE) structural...
During strong earthquakes structural systems exhibit nonlinear behavior due to low-cycle fatigue, cr...
This monograph assesses in depth the application of recursive Bayesian filters in structural health ...
The problem of combined state and parameter estimation in nonlinear state space models, based on Bay...
A methodology is proposed to update mechanics-based nonlinear finite element (FE) models of civil st...
This paper introduces a new Bayesian state-estimation methodology based on stochastic simulation of ...
Model updating is a branch of building health monitoring system in which building parameters such as...
This paper focuses on determining the limit state exceeding probability of a deteriorating model usi...
The focus of this paper is Bayesian state and parameter estimation using nonlinear models. A recentl...
The problem of identification of multi-component and (or) spatially varying earthquake support motio...
The focus of this paper is real-time Bayesian state estimation using nonlinear models. A recently d...
The focus of this report is real-time Bayesian state estimation using nonlinear models. A recently d...
The focus of this paper is to demonstrate the application of a recently developed Bayesian state es...
This paper presents a new framework for output‐only nonlinear system and damage identification of ci...
This paper presents a new framework for the identification of mechanics-based nonlinear finite eleme...
This chapter presents a framework for the identification of nonlinear finite element (FE) structural...
During strong earthquakes structural systems exhibit nonlinear behavior due to low-cycle fatigue, cr...
This monograph assesses in depth the application of recursive Bayesian filters in structural health ...
The problem of combined state and parameter estimation in nonlinear state space models, based on Bay...
A methodology is proposed to update mechanics-based nonlinear finite element (FE) models of civil st...
This paper introduces a new Bayesian state-estimation methodology based on stochastic simulation of ...
Model updating is a branch of building health monitoring system in which building parameters such as...
This paper focuses on determining the limit state exceeding probability of a deteriorating model usi...
The focus of this paper is Bayesian state and parameter estimation using nonlinear models. A recentl...
The problem of identification of multi-component and (or) spatially varying earthquake support motio...