NDLI: Modal parameter identification of model structure in shaking table test

Content Provider	IEEE Xplore Digital Library
Author	Maosheng Gong Jinping Ou Jing Sun Lili Xie
Copyright Year	2010
Description	Author affiliation: Institute of Engineering Mechanics, China Earthquake Administration, Harbin, China (Lili Xie) \|\| School of Civil Engineering, Harbin Institute of Technology, Harbin, China (Maosheng Gong; Jinping Ou) \|\| Institute of Civil Engineering, Heilongjiang University, Harbin, China (Jing Sun)
Abstract	The objective of the paper is to present a method for modal parameter identification of model structure in shaking table test by using the seismic response records. The method includes two key steps. Firstly, the adaptive on-line system identification method is adopted to investigate whether the time-varying response occurs during the process of vibration, and the acceleration response record is divided into segments if the response is time-varying. Secondly, only the response time-history in time-invariant stage and segment is adopted to identify modal parameters by using off-line system identification method. To show the availability and accuracy, the method is applied to the shaking table test data of a 12-story RC-frame model structure (scale 1:10) to identify its modal frequencies, damping ratios and mode shapes, and the results are compared with the traditional modal analysis results under the excitation of low amplitude white noise. It is shown that the dynamic properties after every strong motion input can be determined from the seismic response data in shaking table test by the method. The parameters identified from the seismic response data can be as the useful supplement of the traditional modal analysis.
Starting Page	3635
Ending Page	3639
File Size	342837
Page Count	5
File Format	PDF
ISBN	9781424465132
e-ISBN	9781424465163
DOI	10.1109/CISP.2010.5646395
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2010-10-16
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Damping Analytical models Shape Modal analysis shaking table test Adaptation model Transfer functions Data models modal parameter system identification model structure pattern recognition
Content Type	Text
Resource Type	Article

Sl.	Authority	Responsibilities	Communication Details
1	Ministry of Education (GoI), Department of Higher Education	Sanctioning Authority	https://www.education.gov.in/ict-initiatives
2	Indian Institute of Technology Kharagpur	Host Institute of the Project: The host institute of the project is responsible for providing infrastructure support and hosting the project	https://www.iitkgp.ac.in
3	National Digital Library of India Office, Indian Institute of Technology Kharagpur	The administrative and infrastructural headquarters of the project	Dr. B. Sutradhar bsutra@ndl.gov.in
4	Project PI / Joint PI	Principal Investigator and Joint Principal Investigators of the project	Dr. B. Sutradhar bsutra@ndl.gov.in Prof. Saswat Chakrabarti will be added soon
5	Website/Portal (Helpdesk)	Queries regarding NDLI and its services	support@ndl.gov.in
6	Contents and Copyright Issues	Queries related to content curation and copyright issues	content@ndl.gov.in
7	National Digital Library of India Club (NDLI Club)	Queries related to NDLI Club formation, support, user awareness program, seminar/symposium, collaboration, social media, promotion, and outreach	clubsupport@ndl.gov.in
8	Digital Preservation Centre (DPC)	Assistance with digitizing and archiving copyright-free printed books	dpc@ndl.gov.in
9	IDR Setup or Support	Queries related to establishment and support of Institutional Digital Repository (IDR) and IDR workshops	idr@ndl.gov.in

China MODAL PARAMETER IDENTIFICATION OF STRUCTURE MODEL USING SHAKING TABLE TEST DATA

Structural time-invariant modal parameters identification from seismic response data

Parameter identification of a 9-story building for earthquake damage detection

Design and finite element analysis of shaking table for fatigue test of high speed train transmission system

Experimental modal analysis based on a gray-box model of flexible structures

On the Identification of Frequencies and Damping Ratios for Structural Health Monitoring Using Autoregressive Models

Three State Controller Design of Shaking Table in Active Structural Control System

Analysis of Similar Material in Shaking Table Test

Identification Method of MIMO Linear Dynamical Systems for Modal Analysis of Mechanical Structures

Modal parameter identification of model structure in shaking table test

Similar Documents

China MODAL PARAMETER IDENTIFICATION OF STRUCTURE MODEL USING SHAKING TABLE TEST DATA

Structural time-invariant modal parameters identification from seismic response data

Parameter identification of a 9-story building for earthquake damage detection

Design and finite element analysis of shaking table for fatigue test of high speed train transmission system

Experimental modal analysis based on a gray-box model of flexible structures

On the Identification of Frequencies and Damping Ratios for Structural Health Monitoring Using Autoregressive Models

Three State Controller Design of Shaking Table in Active Structural Control System

Analysis of Similar Material in Shaking Table Test

Identification Method of MIMO Linear Dynamical Systems for Modal Analysis of Mechanical Structures

Modal parameter identification of model structure in shaking table test