Stochastic Finite Element Simulation of Uncertain Structures Subjected to Earthquake

In present study, the stochastic finite element simulation based on the efficient Neumann expansion technique is extended for the analysis of uncertain structures under seismically induced random ground motion. The basic objective is to investigate the possibility of applying the Neumann expansion t...

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Main Authors: Subrata Chakraborty, Santi Sekhar Dey
Format: Article
Language:English
Published: Wiley 2000-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2000/730364
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author Subrata Chakraborty
Santi Sekhar Dey
author_facet Subrata Chakraborty
Santi Sekhar Dey
author_sort Subrata Chakraborty
collection DOAJ
description In present study, the stochastic finite element simulation based on the efficient Neumann expansion technique is extended for the analysis of uncertain structures under seismically induced random ground motion. The basic objective is to investigate the possibility of applying the Neumann expansion technique coupled with the Monte Carlo simulation for dynamic stochastic systems upto that extent of parameter variation after which the method is no longer gives accurate results compared to that of the direct Monte carlo simulation. The stochastic structural parameters are discretized by the local averaging method and then simulated by Cholesky decomposition of the respective covariance matrix. The earthquake induced ground motion is treated as stationary random process defined by respective power spectral density function. Finally, the finite element solution has been obtained in frequency domain utilizing the advantage of Neumann expansion technique.
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series Shock and Vibration
spelling doaj-art-da2f6fad62a14de6aa37a5b4fec8502e2025-02-03T07:25:57ZengWileyShock and Vibration1070-96221875-92032000-01-017530932010.1155/2000/730364Stochastic Finite Element Simulation of Uncertain Structures Subjected to EarthquakeSubrata Chakraborty0Santi Sekhar Dey1Department of Civil Engineering, Bengal Engineering College (Deemed Univ.) Shibpur, Howrah 711103, IndiaDepartment of Civil Engineering, Indian Institute of Technology, Kharagpur, 721302, IndiaIn present study, the stochastic finite element simulation based on the efficient Neumann expansion technique is extended for the analysis of uncertain structures under seismically induced random ground motion. The basic objective is to investigate the possibility of applying the Neumann expansion technique coupled with the Monte Carlo simulation for dynamic stochastic systems upto that extent of parameter variation after which the method is no longer gives accurate results compared to that of the direct Monte carlo simulation. The stochastic structural parameters are discretized by the local averaging method and then simulated by Cholesky decomposition of the respective covariance matrix. The earthquake induced ground motion is treated as stationary random process defined by respective power spectral density function. Finally, the finite element solution has been obtained in frequency domain utilizing the advantage of Neumann expansion technique.http://dx.doi.org/10.1155/2000/730364
spellingShingle Subrata Chakraborty
Santi Sekhar Dey
Stochastic Finite Element Simulation of Uncertain Structures Subjected to Earthquake
Shock and Vibration
title Stochastic Finite Element Simulation of Uncertain Structures Subjected to Earthquake
title_full Stochastic Finite Element Simulation of Uncertain Structures Subjected to Earthquake
title_fullStr Stochastic Finite Element Simulation of Uncertain Structures Subjected to Earthquake
title_full_unstemmed Stochastic Finite Element Simulation of Uncertain Structures Subjected to Earthquake
title_short Stochastic Finite Element Simulation of Uncertain Structures Subjected to Earthquake
title_sort stochastic finite element simulation of uncertain structures subjected to earthquake
url http://dx.doi.org/10.1155/2000/730364
work_keys_str_mv AT subratachakraborty stochasticfiniteelementsimulationofuncertainstructuressubjectedtoearthquake
AT santisekhardey stochasticfiniteelementsimulationofuncertainstructuressubjectedtoearthquake