@ARTICLE{Khan_I._Wyznaczanie_2015,
 author={Khan, I. and Shan, D. and Li, Q.},
 number={No 2},
 journal={Archives of Civil Engineering},
 pages={3-22},
 howpublished={online},
 year={2015},
 publisher={WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES},
 abstract={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 toenvisage 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.},
 type={Artykuły / Articles},
 title={Wyznaczanie parametrów modalnych mostów wantowych na podstawie eksploracyjnej analizy danych},
 title={Modal parameter identification of cable stayed bridge based on Exploratory Data Analysis},
 URL={http://www.czasopisma.pan.pl/Content/84007/mainfile.pdf},
 keywords={EDA, DATA-SSI, analiza odchyleń, diagram stabilizacji, EDA, DATA-SSI, outlier analysis, stabilization diagram},
}