Technical Notes
Jan 25, 2016

Novel Method for Interstory Drift Measurement of Building Frames Using Laser-Displacement Sensors

Publication: Journal of Structural Engineering
Volume 142, Issue 6

Abstract

Interstory drift measurement is a critical parameter for determining earthquake damages in civil engineering structures. It can be measured using global positioning systems (GPS), accelerometers, LVDTs, and so forth. Each of these methods has limitations in terms of accuracy, cost, installation, and so on. In this study, a novel, laser-based in situ interstory drift measurement setup is proposed and tested on a shake table on which the laser sensors were mounted in the frame to measure interstory drift without any reference frame. The in situ measurements are compared with measurements from reference lasers, which are mounted on a frame separate from the structure.

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Acknowledgments

The financial contributions of Natural Sciences and Engineering Research Council of Canada (NSERC) through Discovery Grants were critical for conducting this research. The authors wish to thank the support provided by the technical staffs at the University of British Columbia’s Okanagan Campus.

References

ASCE. (2000). “Prestandard and commentary for the seismic rehabilitation of buildings.”, Building Seismic Safety Council, Federal Emergency Management Agency, Washington, DC.
Makarios, T. K. (2012). “Identification of the mode shapes of spatial tall multi-storey buildings due to earthquakes: The new modal time-histories method.” Struct. Des. Tall Spec., 21(9), 621–641.
MATLAB [Computer software]. MathWorks, Natick, MA.
Matsuya, I., et al. (2010). “Measuring relative-story displacement and local inclination angle using multiple position-sensitive detectors.” Sensors, 10(11), 9687–9697.
Shan, J., Yang, H. T., Shi, W., Bridges, D., and Hansma, P. K. (2011). “Structural damage diagnosis using interstory drift-based acceleration feedback with test validation.” J. Eng. Mech., 1185–1196.
Skolnik, D. A., and Wallace, J. W. (2010). “Critical assessment of interstory drift measurements.” J. Struct. Eng., 1574–1584.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 142Issue 6June 2016

History

Received: Aug 29, 2014
Accepted: Nov 3, 2015
Published online: Jan 25, 2016
Published in print: Jun 1, 2016
Discussion open until: Jun 25, 2016

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Authors

Affiliations

Mohammad Nouroz Islam [email protected]
Postdoctoral Fellow, School of Engineering, Univ. of British Columbia, Kelowna, BC, Canada V1V 1V7 (corresponding author). E-mail: [email protected]
Shahin Zareie [email protected]
Graduate Research Assistant, School of Engineering, Univ. of British Columbia, Kelowna, BC, Canada V1V 1V7. E-mail: [email protected]
M. Shahria Alam, M.ASCE [email protected]
Associate Professor, School of Engineering, Univ. of British Columbia, Kelowna, BC, Canada V1V 1V7. E-mail: [email protected]
Rudolf J. Seethaler [email protected]
Associate Professor, School of Engineering, Univ. of British Columbia, Kelowna, BC, Canada V1V 1V7. E-mail: [email protected]

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