Identification of the Vistula Mounting tower model using measured modal data
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[1] Kent Gylltoft,et al. Improved bridge evaluation through finite element model updating using static and dynamic measurements , 2009 .
[2] Fabrizio Vestroni,et al. Dynamic identification of a masonry building using forced vibration tests , 2005 .
[3] Carmelo Gentile,et al. Operational modal testing and FE model tuning of a cable-stayed bridge , 2011 .
[4] W. P. De Wilde,et al. Comparison of techniques for modal analysis of concrete structures , 2000 .
[5] J. Bendat. Statistical errors in measurement of coherence functions and input/output quantities , 1978 .
[6] Tadeusz Uhl,et al. Identification of modal models of building structures based on in-operation measurements , 2000 .
[7] Gui-rong Liu,et al. Computational Inverse Techniques in Nondestructive Evaluation , 2003 .
[8] Yi-Qing Ni,et al. Theoretical and experimental modal analysis of the Guangzhou New TV Tower , 2011 .
[9] Julius S. Bendat,et al. Engineering Applications of Correlation and Spectral Analysis , 1980 .
[10] N. Khaji,et al. System identification of concrete gravity dams using artificial neural networks based on a hybrid finite element–boundary element approach , 2010 .
[11] Carmelo Gentile,et al. Ambient vibration testing of historic masonry towers for structural identification and damage assessment , 2007 .
[12] Jian Chen,et al. Hybrid identification method for multi-story buildings with unknown ground motion: Experimental investigation , 2005 .
[13] A. Tomaszewska. Influence of statistical errors on damage detection based on structural flexibility and mode shape curvature , 2010 .