Recent perspectives in dynamic testing and monitoring of bridges
暂无分享,去创建一个
Filipe Magalhães | Elsa Caetano | Álvaro Cunha | Carlos Moutinho | Á. Cunha | E. Caetano | F. Magalhães | C. Moutinho | E. Caetano | Á. Cunha
[1] Jm M. Ko,et al. Eliminating Temperature Effect in Vibration-Based Structural Damage Detection , 2011 .
[2] Bart Peeters,et al. System identification and damage detection in civil engineering , 2000 .
[3] Yi-Qing Ni,et al. Technology developments in structural health monitoring of large-scale bridges , 2005 .
[4] Glauco Feltrin,et al. Long-term monitoring of cable stays with a wireless sensor network , 2010 .
[5] Richard Russell,et al. A Multi-Input Modal Estimation Algorithm for Mini-Computers , 1982 .
[6] J. C. Asmussen,et al. Modal Analysis Based on the Random Decrement Technique: application to civil engineering structures , 1997 .
[7] James M. W. Brownjohn,et al. Ambient vibration survey of the fatih sultan mehmet (second Bosporus) suspension bridge , 1992 .
[8] Jyrki Kullaa,et al. DAMAGE DETECTION OF THE Z24 BRIDGE USING CONTROL CHARTS , 2003 .
[9] Mihailo D. Trifunac,et al. Comparisons between ambient and forced vibration experiments , 1972 .
[10] Filipe Magalhães,et al. Vibration based structural health monitoring of an arch bridge: From automated OMA to damage detection , 2012 .
[11] Andreas Johann Felber,et al. Development of a hybrid bridge evaluation system , 1994 .
[12] Raimundo Delgado,et al. Dynamic Tests on Large Cable-Stayed Bridge , 2001 .
[13] A. Emin Aktan,et al. Structural identification of Commodore Barry Bridge , 2000, Smart Structures.
[14] P. Andersen,et al. Automated Frequency Domain Decomposition for Operational Modal Analysis , 2007 .
[15] Vladimir Vapnik,et al. An overview of statistical learning theory , 1999, IEEE Trans. Neural Networks.
[16] Filipe Magalhães,et al. Output-only dynamic testing of bridges and special structures , 2007 .
[17] Kai-Yuen Wong,et al. Instrumentation and health monitoring of cable‐supported bridges , 2004 .
[18] Guido De Roeck,et al. REFERENCE-BASED STOCHASTIC SUBSPACE IDENTIFICATION FOR OUTPUT-ONLY MODAL ANALYSIS , 1999 .
[19] James M. W. Brownjohn,et al. Ambient vibration survey of the bosporus suspension bridge , 1989 .
[20] Filipe Magalhães,et al. Ambient vibration re-testing and operational modal analysis of the Humber Bridge , 2010 .
[21] Jan Ming Ko,et al. Automatic modal identification and variability in measured modal vectors of a cable-stayed bridge , 2005 .
[22] Guido De Roeck,et al. Reference-based combined deterministic–stochastic subspace identification for experimental and operational modal analysis , 2006 .
[23] Carmelo Gentile,et al. An interferometric radar for non-contact measurement of deflections on civil engineering structures: laboratory and full-scale tests , 2010 .
[24] Elsa Caetano,et al. A vision system for vibration monitoring of civil engineering structures , 2011 .
[25] O Flamand,et al. Dynamic testing of the Millau Viaduct , 2006 .
[26] W. O. Keightley,et al. Vibration tests of the Encino Dam intake tower , 1961 .
[27] Carmelo Gentile,et al. Application of Radar Technology to Deflection Measurement and Dynamic Testing of Bridges , 2010 .
[28] P Dallard,et al. The London Millennium Footbridge , 2001 .
[29] A. M. Abdel-Ghaffar. Vibration studies and tests of a suspension bridge , 1978 .
[30] Gaëtan Kerschen,et al. Structural damage diagnosis under varying environmental conditions - Part II: local PCA for non-linear cases , 2005 .
[31] Filipe Magalhães,et al. Studies for controlling human-induced vibration of the Pedro e Inês footbridge, Portugal. Part 2: Implementation of tuned mass dampers , 2010 .
[32] Piotr Omenzetter,et al. Assessment of highway bridge upgrading by dynamic testing and finite element model updating , 2003 .
[33] David L. Brown,et al. Parameter Estimation Techniques for Modal Analysis , 1979 .
[34] Charles R. Farrar,et al. Variability of modal parameters measured on the alamosa canyon bridge , 1996 .
[35] Yi-Qing Ni,et al. Generalization Capability of Neural Network Models for Temperature-Frequency Correlation Using Monitoring Data , 2009 .
[36] Filipe Magalhães,et al. Operational modal analysis for testing and monitoring of bridges and special structures , 2010 .
[37] John H G Macdonald,et al. Dynamic measurements of the Second Severn Crossing , 1997 .
[38] Yi-Qing Ni,et al. Correlating modal properties with temperature using long-term monitoring data and support vector machine technique , 2005 .
[39] Rune Brincker,et al. Modal identification of output-only systems using frequency domain decomposition , 2001 .
[40] Yi-Qing Ni,et al. Investigation concerning structural health monitoring of an instrumented cable-stayed bridge , 2009 .
[41] H. S. Ward,et al. Determination of the natural periods of buildings , 1964 .
[42] S. Alampalli,et al. Influence of in-service environment on modal parameters , 1998 .
[43] Carlos E. Ventura,et al. Damping estimation by frequency domain decomposition , 2001 .
[44] Elsa Caetano,et al. Dynamic measurements on stay cables of cable-stayed bridges using an interferometry laser system , 1999 .
[45] Filipe Magalhães,et al. Online automatic identification of the modal parameters of a long span arch bridge , 2009 .
[46] Filipe Magalhães,et al. Dynamic monitoring of a long span arch bridge , 2008 .
[47] Jean-Emile Croiset,et al. Le viaduc de la Grande Ravine : Un pont à effet d'arc limité et contrôlé , 2005 .
[48] H. F. Zhou,et al. Modal Flexibility Analysis of Cable‐Stayed Ting Kau Bridge for Damage Identification , 2008, Comput. Aided Civ. Infrastructure Eng..
[49] G. De Roeck,et al. Vibration based Structural Health Monitoring using output-only measurements under changing environment , 2008 .
[50] Yi-Qing Ni,et al. Structural damage alarming using auto-associative neural network technique : exploration of environment-tolerant capacity and setup of alarming threshold , 2011 .
[51] Rune Brincker,et al. Improvement of Frequency Domain Output Only Modal Identification from the Application of the Random Decrement Technique , 2004 .
[52] Yi-Qing Ni,et al. Modeling of Temperature–Frequency Correlation Using Combined Principal Component Analysis and Support Vector Regression Technique , 2007 .
[53] Hoon Sohn,et al. Statistical Damage Classification Under Changing Environmental and Operational Conditions , 2002 .
[54] Rolf G. Rohrmann,et al. Structural causes of temperature affected modal data of civil structures obtained by long time monitoring , 2000 .
[55] P. Guillaume,et al. Operational modal analysis for estimating the dynamic properties of a stadium structure during a football game , 2007 .
[56] G. De Roeck,et al. Z24 bridge damage detection tests , 1999 .
[57] Hugo Bachmann,et al. Vibration problems in structures , 1995 .
[58] Alfred Strauss,et al. fib Bulletin 22. Monitoring and safety evaluation of existing concrete structures , 2003 .
[59] Filipe Magalhães,et al. Studies for controlling human-induced vibration of the Pedro e Ines footbridge, Portugal. Part 1: Assessment of dynamic behaviour , 2010 .
[60] Yi-Qing Ni,et al. Modeling of wind and temperature effects on modal frequencies and analysis of relative strength of effect , 2008 .
[61] Palle Andersen,et al. Modal Identification from Ambient Responses using Frequency Domain Decomposition , 2000 .
[62] Gaëtan Kerschen,et al. Structural damage diagnosis under varying environmental conditions—Part I: A linear analysis , 2005 .