Nonlinearity identification of Jesus Christ the King monument on the basis of modal parameters

Nonlinearity identification of Jesus Christ the King monument on the basis of modal parameters

The work presents an attempt to identify the nonlinearity of the structure using a simple autonomous vibration recorder. The vibrations were measured continuously for 4 days in three directions, which easily made it possible to record various load states of the structure. The analysis of the respons...

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Main Authors: Grosel Jacek, Marcinowski Jakub, Sawicki Wojciech, Wójcicki Zbigniew
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201819601054
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spelling doaj-364155fefcca4b5ea48d39214a335f472021-02-02T05:08:46ZengEDP SciencesMATEC Web of Conferences2261-236X2018-01-011960105410.1051/matecconf/201819601054matecconf_rsp2018_01054Nonlinearity identification of Jesus Christ the King monument on the basis of modal parametersGrosel JacekMarcinowski JakubSawicki WojciechWójcicki ZbigniewThe work presents an attempt to identify the nonlinearity of the structure using a simple autonomous vibration recorder. The vibrations were measured continuously for 4 days in three directions, which easily made it possible to record various load states of the structure. The analysis of the response spectra shows a change in the eigenfrequencies caused by the level of load, which is a measure of the non-linearity of the structure. The presented method is an interesting alternative to expensive multi-channel visit measurements, in which the equipment is compensated by the length of measurementshttps://doi.org/10.1051/matecconf/201819601054
collection DOAJ
language English
format Article
sources DOAJ
author Grosel Jacek
Marcinowski Jakub
Sawicki Wojciech
Wójcicki Zbigniew
spellingShingle Grosel Jacek
Marcinowski Jakub
Sawicki Wojciech
Wójcicki Zbigniew
Nonlinearity identification of Jesus Christ the King monument on the basis of modal parameters
MATEC Web of Conferences
author_facet Grosel Jacek
Marcinowski Jakub
Sawicki Wojciech
Wójcicki Zbigniew
author_sort Grosel Jacek
title Nonlinearity identification of Jesus Christ the King monument on the basis of modal parameters
title_short Nonlinearity identification of Jesus Christ the King monument on the basis of modal parameters
title_full Nonlinearity identification of Jesus Christ the King monument on the basis of modal parameters
title_fullStr Nonlinearity identification of Jesus Christ the King monument on the basis of modal parameters
title_full_unstemmed Nonlinearity identification of Jesus Christ the King monument on the basis of modal parameters
title_sort nonlinearity identification of jesus christ the king monument on the basis of modal parameters
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2018-01-01
description The work presents an attempt to identify the nonlinearity of the structure using a simple autonomous vibration recorder. The vibrations were measured continuously for 4 days in three directions, which easily made it possible to record various load states of the structure. The analysis of the response spectra shows a change in the eigenfrequencies caused by the level of load, which is a measure of the non-linearity of the structure. The presented method is an interesting alternative to expensive multi-channel visit measurements, in which the equipment is compensated by the length of measurements
url https://doi.org/10.1051/matecconf/201819601054
work_keys_str_mv AT groseljacek nonlinearityidentificationofjesuschristthekingmonumentonthebasisofmodalparameters
AT marcinowskijakub nonlinearityidentificationofjesuschristthekingmonumentonthebasisofmodalparameters
AT sawickiwojciech nonlinearityidentificationofjesuschristthekingmonumentonthebasisofmodalparameters
AT wojcickizbigniew nonlinearityidentificationofjesuschristthekingmonumentonthebasisofmodalparameters
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