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Earthquake Engineering Experimental Facility for Research and Public Outreach

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Part of the book series: Geotechnical, Geological and Earthquake Engineering ((GGEE,volume 26))

Abstract

Over the past two decades, important advancements have been made in earthquake engineering practice aimed at reducing seismic risk to urban communities worldwide. Since earthquakes occur infrequently and often in unpredictable locations, the role of experimental research in these advancements has been invaluable. Experimental tests performed under controlled environment can provide high quality data that can advance fundamental knowledge of the behavior of geotechnical and structural elements, validate analytical models, and help explore development of innovative, cost-effective seismic mitigation technologies. It has become evident also that implementation of and investment in seismic risk reduction technologies to vulnerable urban communities requires heightened awareness at all levels of society of the earthquake risk. The authors have found that a shaking table facility while providing valuable research opportunities, is also ideally suited for educational and outreach activities tailored for regional communities and media to heighten their awareness of earthquake risk and demonstrate the important role engineers play in seismic mitigation. The shaking table utilized is uni-directional (1.5 m × 2 m) and has 254 mm peak to peak lateral displacement capacity. The shaking table has been crucial in many research projects in areas such as structural and soil isolation, dynamic interface properties of geosynthetics, seismic permanent deformations, and liquefaction mitigation. The facility is also utilized weekly, as well as at times of heightened public and media interest in earthquake damage, to present various educational modules and carry out shaking table model demonstrations. This paper and presentation will focus on highlights of research conducted using the shaking table and how the facility has been integrated into formal and community-wide educational and outreach programs.

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References

  • Eseller-Bayat EE (2009) Seismic response and prevention of liquefaction failure of sands partially saturated through introduction of gas bubbles. PhD thesis, Department of Civil and Environmental Engineering, Northeastern University, Boston

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  • Gokyer S (2009) Inducing and imaging partial degree of saturation in laboratory sand specimens. MS thesis, Northeastern University, Boston

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  • Kadakal U, Whelpley D (1997) System characteristics and performance of the shaking table setup at Northeastern University. Report, Northeastern University, Boston

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  • Ortakci M (2007) Design and manufacturing of a cyclic simple shear liquefaction box (CSSLB). MS thesis, Northeastern University, Boston

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Acknowledgements

The research presented in Sect. 21.4 was funded by the National Science Foundation through Geoenvironmental Engineering and Geohazard Mitigation Program under Grant No: CMS-0509894. The support of NSF and Program Director Dr. Richard J. Fragaszy is greatly appreciated. The contributions to this research by former graduate students A. Emre Ortakci and Oguz Deniz and undergraduate civil engineering students Kaitlin Vacca and Meredith Washington are acknowledged. Special appreciation is expressed to Dr. David Whelpley for his valuable support to the design and manufacturing of the liquefaction box.

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Correspondence to Ece Eseller-Bayat .

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© 2014 Springer International Publishing Switzerland

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Eseller-Bayat, E., Gokyer, S., Yegian, M.K. (2014). Earthquake Engineering Experimental Facility for Research and Public Outreach. In: Ilki, A., Fardis, M. (eds) Seismic Evaluation and Rehabilitation of Structures. Geotechnical, Geological and Earthquake Engineering, vol 26. Springer, Cham. https://doi.org/10.1007/978-3-319-00458-7_21

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