Maximum Displacement Variability of Stochastic Structures Subject to Deterministic Earthquake Loading

The variability of the maximum response displacement of random frame structures under deterministic earthquake loading are examined in this paper using stochastic finite element techniques. The elastic modulus and the mass density are assumed to be described by cross-correlated stochastic fields. Sp...

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Main Author: L.L. Graham
Format: Article
Language:English
Published: Wiley 1998-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/1998/281320
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author L.L. Graham
author_facet L.L. Graham
author_sort L.L. Graham
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description The variability of the maximum response displacement of random frame structures under deterministic earthquake loading are examined in this paper using stochastic finite element techniques. The elastic modulus and the mass density are assumed to be described by cross-correlated stochastic fields. Specifically, a variability response function formulation is used for this problem, which allows for calculation of spectral-distribution-free upper bounds of the maximum displacement variance. Further, under the assumption of prespecified correlation functions describing the spatial variation of the material properties, variability response functions are used to calculate the corresponding maximum displacement variance. Two numerical examples are provided to demonstrate the methodology. Results show that randomness in the material properties can lead to significant uncertainty in the maximum response displacement.
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spelling doaj-art-d8832798685c439cac787e93abdfd0212025-02-03T06:44:32ZengWileyShock and Vibration1070-96221875-92031998-01-0155-635536910.1155/1998/281320Maximum Displacement Variability of Stochastic Structures Subject to Deterministic Earthquake LoadingL.L. Graham0Department of Civil Engineering, University of Virginia, Charlottesville, VA 22903-2442, USAThe variability of the maximum response displacement of random frame structures under deterministic earthquake loading are examined in this paper using stochastic finite element techniques. The elastic modulus and the mass density are assumed to be described by cross-correlated stochastic fields. Specifically, a variability response function formulation is used for this problem, which allows for calculation of spectral-distribution-free upper bounds of the maximum displacement variance. Further, under the assumption of prespecified correlation functions describing the spatial variation of the material properties, variability response functions are used to calculate the corresponding maximum displacement variance. Two numerical examples are provided to demonstrate the methodology. Results show that randomness in the material properties can lead to significant uncertainty in the maximum response displacement.http://dx.doi.org/10.1155/1998/281320
spellingShingle L.L. Graham
Maximum Displacement Variability of Stochastic Structures Subject to Deterministic Earthquake Loading
Shock and Vibration
title Maximum Displacement Variability of Stochastic Structures Subject to Deterministic Earthquake Loading
title_full Maximum Displacement Variability of Stochastic Structures Subject to Deterministic Earthquake Loading
title_fullStr Maximum Displacement Variability of Stochastic Structures Subject to Deterministic Earthquake Loading
title_full_unstemmed Maximum Displacement Variability of Stochastic Structures Subject to Deterministic Earthquake Loading
title_short Maximum Displacement Variability of Stochastic Structures Subject to Deterministic Earthquake Loading
title_sort maximum displacement variability of stochastic structures subject to deterministic earthquake loading
url http://dx.doi.org/10.1155/1998/281320
work_keys_str_mv AT llgraham maximumdisplacementvariabilityofstochasticstructuressubjecttodeterministicearthquakeloading