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Modal Parameter Identification Of Cable Stayed Bridge Based On Exploratory Data Analysis

Auteur(s):


Médium: article de revue
Langue(s): anglais
Publié dans: Archives of Civil Engineering, , n. 2, v. 61
Page(s): 3-22
DOI: 10.1515/ace-2015-0011
Abstrait:

In order to identify the modal parameters of civil structures it is vital to distinguish the defective data from that of appropriate and accurate data. The defects in data may be due to various reasons like defects in the data collection, malfunctioning of sensors, etc. For this purpose Exploratory Data Analysis (EDA) was engaged to envisage the distribution of sensor’s data and to detect the malfunctioning with in the sensors. Then outlier analysis was performed to remove those data points which may disrupt the accurate data analysis. Then Data Driven Stochastic Sub-space Identification (DATA-SSI) was engaged to perform the modal parameter identification. In the end to validate the accuracy of the proposed method stabilization diagrams were plotted. Sutong Bridge, one of the largest span cable stayed bridge was used as a case study and the suggested technique was employed. The results obtained after employing the above mentioned techniques are very valuable, accurate and effective.

Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1515/ace-2015-0011.
  • Informations
    sur cette fiche
  • Reference-ID
    10476901
  • Publié(e) le:
    25.11.2020
  • Modifié(e) le:
    25.11.2020
 
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