Nonlinear Error Propagation Analysis of a New Family of Model-Based Integration Algorithm for Pseudodynamic Tests

Error propagation properties of integration algorithms are crucial in conducting pseudodynamic tests. The motivation of this study is to investigate the error propagation properties of a new family of model-based integration algorithm for pseudodynamic tests. To develop the new algorithms, two addit...

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Main Authors: Bo Fu, Huanjun Jiang, Tao Wu
Format: Article
Language:English
Published: MDPI AG 2018-08-01
Series:Sustainability
Subjects:
Online Access:http://www.mdpi.com/2071-1050/10/8/2846
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spelling doaj-6a7380ba1841401990f6eb7a11dc13c22020-11-25T01:41:02ZengMDPI AGSustainability2071-10502018-08-01108284610.3390/su10082846su10082846Nonlinear Error Propagation Analysis of a New Family of Model-Based Integration Algorithm for Pseudodynamic TestsBo Fu0Huanjun Jiang1Tao Wu2School of Civil Engineering, Chang’an University, Xi’an 710061, ChinaCollege of Civil Engineering, Tongji University, Shanghai 200092, ChinaSchool of Civil Engineering, Chang’an University, Xi’an 710061, ChinaError propagation properties of integration algorithms are crucial in conducting pseudodynamic tests. The motivation of this study is to investigate the error propagation properties of a new family of model-based integration algorithm for pseudodynamic tests. To develop the new algorithms, two additional coefficients are introduced in the Chen-Ricles (CR) algorithm. In addition, a parameter—i.e., degree of nonlinearity—is applied to describe the change of stiffness for nonlinear structures. The error propagation equation for the new algorithms implemented in a pseudodynamic test is derived and two error amplification factors are deduced correspondingly. The error amplification factors for three structures with different degrees of nonlinearity are calculated to illustrate the error propagation effect. The numerical simulation of a pseudodynamic test for a two-story shear-type building structure is conducted to further demonstrate the error propagation characteristics of the new algorithms. It can be concluded from the theoretical analysis and numerical study that both nonlinearity and the two additional coefficients of the new algorithms have great influence on its error propagation properties.http://www.mdpi.com/2071-1050/10/8/2846integration algorithmpseudodynamic test, earthquakenonlinearitymodel-based
collection DOAJ
language English
format Article
sources DOAJ
author Bo Fu
Huanjun Jiang
Tao Wu
spellingShingle Bo Fu
Huanjun Jiang
Tao Wu
Nonlinear Error Propagation Analysis of a New Family of Model-Based Integration Algorithm for Pseudodynamic Tests
Sustainability
integration algorithm
pseudodynamic test, earthquake
nonlinearity
model-based
author_facet Bo Fu
Huanjun Jiang
Tao Wu
author_sort Bo Fu
title Nonlinear Error Propagation Analysis of a New Family of Model-Based Integration Algorithm for Pseudodynamic Tests
title_short Nonlinear Error Propagation Analysis of a New Family of Model-Based Integration Algorithm for Pseudodynamic Tests
title_full Nonlinear Error Propagation Analysis of a New Family of Model-Based Integration Algorithm for Pseudodynamic Tests
title_fullStr Nonlinear Error Propagation Analysis of a New Family of Model-Based Integration Algorithm for Pseudodynamic Tests
title_full_unstemmed Nonlinear Error Propagation Analysis of a New Family of Model-Based Integration Algorithm for Pseudodynamic Tests
title_sort nonlinear error propagation analysis of a new family of model-based integration algorithm for pseudodynamic tests
publisher MDPI AG
series Sustainability
issn 2071-1050
publishDate 2018-08-01
description Error propagation properties of integration algorithms are crucial in conducting pseudodynamic tests. The motivation of this study is to investigate the error propagation properties of a new family of model-based integration algorithm for pseudodynamic tests. To develop the new algorithms, two additional coefficients are introduced in the Chen-Ricles (CR) algorithm. In addition, a parameter—i.e., degree of nonlinearity—is applied to describe the change of stiffness for nonlinear structures. The error propagation equation for the new algorithms implemented in a pseudodynamic test is derived and two error amplification factors are deduced correspondingly. The error amplification factors for three structures with different degrees of nonlinearity are calculated to illustrate the error propagation effect. The numerical simulation of a pseudodynamic test for a two-story shear-type building structure is conducted to further demonstrate the error propagation characteristics of the new algorithms. It can be concluded from the theoretical analysis and numerical study that both nonlinearity and the two additional coefficients of the new algorithms have great influence on its error propagation properties.
topic integration algorithm
pseudodynamic test, earthquake
nonlinearity
model-based
url http://www.mdpi.com/2071-1050/10/8/2846
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