TY - GEN
T1 - Digital image correlation for dynamic shake table test measurements
AU - Ngeljaratan, Luna
AU - Moustafa, Mohamed A.
N1 - Publisher Copyright:
© 2017 International Conference on Advances in Experimental Structural Engineerin. All rights reserved.
PY - 2017
Y1 - 2017
N2 - The identification of structural and seismic behavior using experimental methods has been the corner stone for investigating the earthquake resistance capability of any types of structures. Traditionally, shake table tests are monitored using LVDT, strain gages, and/or accelerometers that are hooked up to a Data Acquisition system (DAQ). This procedure is usually time-consuming due to instrumentation attachments and setup and the results are usually obtained for limited locations. On the other, Digital Image Correlation (DIC) is a relatively new technology that can be used to provide non-contact full-field measurement. In this paper, the global behavior of a small-scale steel frame structure tested on a small shake table was captured and compared using DIC and conventional DAQ measurements. The objective of this study was to demonstrate the potential application of DIC as a promising measuring technique with high-efficiency and high-accuracy comparable to existing instrumentation techniques for dynamic tests. A free vibration test, as well as earthquake tests using three different ground motions, were conducted and the time histories (displacement, velocity, and acceleration) of the structure were generated by 3D DIC. Two methods of application of DIC were considered: full-field measurements and discrete point tracking. The results from the DIC were compared to conventional instrumentation data collected from the DAQ. The results were very comparable which validated the DIC technology for earthquake shake table measurements.
AB - The identification of structural and seismic behavior using experimental methods has been the corner stone for investigating the earthquake resistance capability of any types of structures. Traditionally, shake table tests are monitored using LVDT, strain gages, and/or accelerometers that are hooked up to a Data Acquisition system (DAQ). This procedure is usually time-consuming due to instrumentation attachments and setup and the results are usually obtained for limited locations. On the other, Digital Image Correlation (DIC) is a relatively new technology that can be used to provide non-contact full-field measurement. In this paper, the global behavior of a small-scale steel frame structure tested on a small shake table was captured and compared using DIC and conventional DAQ measurements. The objective of this study was to demonstrate the potential application of DIC as a promising measuring technique with high-efficiency and high-accuracy comparable to existing instrumentation techniques for dynamic tests. A free vibration test, as well as earthquake tests using three different ground motions, were conducted and the time histories (displacement, velocity, and acceleration) of the structure were generated by 3D DIC. Two methods of application of DIC were considered: full-field measurements and discrete point tracking. The results from the DIC were compared to conventional instrumentation data collected from the DAQ. The results were very comparable which validated the DIC technology for earthquake shake table measurements.
KW - Advanced measurement techniques
KW - Digital image correlation
KW - Dynamic response
KW - Shake table tests
KW - Small-scale steel frame structure
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U2 - 10.7414/7aese.T6.115
DO - 10.7414/7aese.T6.115
M3 - Conference contribution
AN - SCOPUS:85050913678
T3 - International Conference on Advances in Experimental Structural Engineering
SP - 741
EP - 752
BT - Proceedings of the 7th International Conference on Advances in Experimental Structural Engineering, AESE 2017
A2 - Furinghetti, Marco
A2 - Bolognini, Davide
A2 - Pavese, Alberto
PB - EUCENTRE
T2 - 7th International Conference on Advances in Experimental Structural Engineering, AESE 2017
Y2 - 6 September 2017 through 8 September 2017
ER -