SignalCAD: A Digital Signal Processing Software for Forced and Ambient Vibration Testing of Engineering Structures

Commercial tools for measurement and analysis of vibration signals have traditionally been very expensive. In the last decade, however, multi-channel measurement systems have become relatively inexpensive. The analysis functionality in most inexpensive instruments is limited. Therefore, many companies are using alternatives for post processing of measurement results. MATLAB is a platform that is popular for this purpose and which offers many advantages over dedicated menu driven systems. The open functions in MATLAB assure flexibility and the possibility to modify functions for specific needs. In this paper, the presentation and numerical applications of an interactive and comparative digital signal processing software developed in MATLAB by writers is described. The software is named as SignalCAD. For developing SignalCAD, about 120 new functions have been created and are used with MATLAB Signal Processing Toolbox functions. The SignalCAD program is a powerful tool that deals with processing raw measured data obtained from forced and ambient vibration testing of engineering structures. SignalCAD offers extensive functionalities for the visualization and processing of the measurement data and the determination and visualization of the spectral analysis results. The program disposes of a graphical user interface, which what makes it very intuitive and easy to handle. The most common spectral analysis techniques have been used in SignalCAD. The possibilities of the program are demonstrated with a three dimensional steel frame model vibration test and some results are compared with commercial PULSE signal analysis software.

[1]  Wei-Xin Ren,et al.  Structural Finite Element Model Updating Using Ambient Vibration Test Results , 2005 .

[2]  Issam E. Harik,et al.  Ambient vibration-based seismic evaluation of a continuous girder bridge , 2004 .

[3]  Wei-Xin Ren,et al.  Experimental and analytical studies on dynamic characteristics of a large span cable-stayed bridge , 2005 .

[4]  Temel Türker,et al.  Modal testing and finite element model calibration of an arch type steel footbridge , 2007 .

[5]  Issam E. Harik,et al.  Roebling Suspension Bridge. II: Ambient Testing and Live-Load Response , 2004 .

[6]  R. Bracewell The Fourier Transform and Its Applications , 1966 .

[7]  Chung Bang Yun,et al.  Damage diagnosis of steel girder bridges using ambient vibration data , 2006 .

[8]  Carmelo Gentile,et al.  Ambient vibration testing of historic masonry towers for structural identification and damage assessment , 2007 .

[9]  Julius S. Bendat,et al.  Engineering Applications of Correlation and Spectral Analysis , 1980 .

[10]  Paul Reynolds,et al.  Modal testing and FE model tuning of a lively footbridge structure , 2006 .

[11]  C. Farrar,et al.  SYSTEM IDENTIFICATION FROM AMBIENT VIBRATION MEASUREMENTS ON A BRIDGE , 1997 .

[12]  Chih-Chen Chang,et al.  AMBIENT VIBRATION OF LONG-SPAN CABLE-STAYED BRIDGE , 2001 .

[13]  Temel Türker,et al.  Modal Parameter Identification of Hagia Sophia Bell-Tower via Ambient Vibration Test , 2009 .

[14]  Fabrizio Vestroni,et al.  Dynamic identification of a masonry building using forced vibration tests , 2005 .