Dynamic characterization of a bell tower by interferometric sensor
暂无分享,去创建一个
Carlo Atzeni | Massimiliano Pieraccini | Matteo Fratini | Filippo Parrini | Paolo Spinelli | Devis Dei
[1] M. Ashby,et al. The selection of sensors , 2001 .
[2] Carlo Atzeni,et al. Dynamic survey of architectural heritage by high-speed microwave interferometry , 2005, IEEE Geoscience and Remote Sensing Letters.
[3] Carlo Atzeni,et al. High-speed CW step-frequency coherent radar for dynamic monitoring of civil engineering structures , 2004 .
[4] J.W. LEE,et al. HEALTH-MONITORING METHOD FOR BRIDGES UNDER ORDINARY TRAFFIC LOADINGS , 2002 .
[5] Michele Meo,et al. On the optimal sensor placement techniques for a bridge structure , 2005 .
[6] Mehmet Çelebi,et al. GPS in Dynamic Monitoring of Long-Period Structures , 2000 .
[7] Hani Nassif,et al. Comparison of laser Doppler vibrometer with contact sensors for monitoring bridge deflection and vibration , 2005 .
[8] Wei-Xin Ren,et al. EMD-based stochastic subspace identification of structures from operational vibration measurements , 2005 .
[9] R. B. Testa,et al. Modal Analysis for Damage Detection in Structures , 1991 .
[10] Walter Salvatore,et al. Dynamic Behavior of a Medieval Masonry Bell Tower. Part I: Experimental Measurements and Modeling of Bell’s Dynamic Actions , 2005 .
[11] Walter Salvatore,et al. Dynamic Behavior of a Medieval Masonry Bell Tower. II: Measurement and Modeling of the Tower Motion , 2005 .
[12] Hao Ling,et al. Joint time-frequency analysis for radar signal and image processing , 1999, IEEE Signal Process. Mag..