scispace - formally typeset
Open Access

Modal Identification from Ambient Responses using Frequency Domain Decomposition

Rune Brincker, +2 more
- pp 625-630
Reads0
Chats0
TLDR
A new frequency domain technique is introduced for the modal identification from ambient responses, i.e, by introducing a decomposition of the spectral density function matrix, the response can be separated into a set of single degree of freedom systems, each corresponding to an individual mode.
Abstract
In this paper a new frequency domain technique is introduced for the modal identification from ambient responses, i.e. in the case where the modal parameters must be estimated without knowing the input exciting the system. By its user friendliness the technique is closely related to the classical approach where the modal parameters are estimated by simple peak picking. However, by introducing a decomposition of the spectral density function matrix, the response can be separated into a set of single degree of freedom systems, each corresponding to an individual mode. By using this decomposition technique close modes can be identified with high accuracy even in the case of strong noise contamination of the signals.

read more

Citations
More filters
Journal ArticleDOI

System Identification Methods for (Operational) Modal Analysis: Review and Comparison

TL;DR: In this article, the authors extensively review operational modal analysis approaches and related system identification methods and compare them in an extensive Monte Carlo simulation study, and then compare the results with the results obtained in an experimental setting.
Journal ArticleDOI

Theoretical and experimental modal analysis of the Guangzhou New TV Tower

TL;DR: In this paper, a structural health monitoring (SHM) system consisting of over 800 sensors has been implemented to the Guangzhou New TV Tower (GNTVT) for both in-construction and in-service real-time monitoring.
Journal ArticleDOI

Ambient Vibration Data Analysis for Structural Identification and Global Condition Assessment

TL;DR: In this paper, the authors presented a conceptual and reliable methodology for system identification and structural condition assessment using ambient vibration data where input data are not available, based on the use of complex mode indicator functions (CMIFs) coupled with the random decrement (RD) method to identify the modal parameters from the output only data sets.
Journal ArticleDOI

Damage Detection Utilizing the Damage Index Method to a Benchmark Structure

TL;DR: In this article, a new methodology based on ratios between stiffness and mass values from the eigenvalue problem is presented to identify the undamaged state of the structure and then the damage index method is used to detect the location and severity of damage.
Journal ArticleDOI

System Identification of Alfred Zampa Memorial Bridge Using Dynamic Field Test Data

TL;DR: In this paper, a benchmark study on modal identification of the AZMB is performed using three different state-of-the-art system identification algorithms based on ambient as well as forced vibration measurements.