Technical Papers
Jun 10, 2015

Bio-Inspired Passive Optimized Base-Isolation System for Seismic Mitigation of Building Structures

Publication: Journal of Engineering Mechanics
Volume 142, Issue 1

Abstract

An energy dissipation mechanism of abalone shells, called sacrificial bonds and hidden length, is simulated and proposed to develop new strategies for base isolation. The concept of integrating this novel energy dispersion mechanism into a conventional linear isolator is proposed. A systematic parametric study is performed to evaluate the influences of the properties of both the isolation layer and the structure on the structural seismic responses to a series of earthquake records. Using the insights gained from the parametric study, an optimization procedure for designing such a bio-inspired isolator is presented based on the multiobjective optimization approach. To demonstrate the advantages of this idea, the optimized bio-inspired isolation system is numerically investigated by first comparing it with the passive isolators such as a high-damping linear isolator and a lead rubber bearing system. The proposed isolator is found to have superior performance to conventional passive isolation systems, especially in cases of near-fault earthquakes. Furthermore, the bio-inspired passive isolator shows comparable performance to a semiactive isolation system under the selected earthquake excitations.

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Acknowledgments

This study is sponsored by the U.S. National Science Foundation (Grant No. CMS 1014958) and the Chinese Fundamental Research Funds for the Central Universities (Grant No. 2013KJ041).

References

Attanasi, G., Auricchio, F., and Fenves, G. L. (2009). “Feasibility assessment of an innovative isolation bearing system with shape memory alloys.” J. Earthquake Eng., 13(sup1), 18–39.
Barbat, A. H., Rodellar, J., Ryan, E. P., and Molinares, N. (1995). “Active control of nonlinear base-isolated buildings.” J. Eng. Mech., 676–684.
Boston, C., Weber, F., and Guzzella, L. (2009). “Optimal semi-active damping of cables: evolutionary algorithms and closed-form solutions.” Smart Mater. Struct., 18(5), 055006.
Choi, E., Nam, T. H., Oh, J. T., and Cho, B. S. (2006). “An isolation bearing for highway bridges using shape memory alloys.” Mater. Sci. Eng. A, 438–440, 1081–1084.
Fratzl, P., and Barth, F. G. (2009). “Biomaterial systems for mechanosensing and actuation.” Nature, 462(7272), 442–448.
Gavin, H. P., and Zaicenco, A. (2007). “Performance and reliability of semi-active equipment isolation.” J. Sound Vib., 306(1–2), 74–90.
Gur, S., Mishra, S. K., and Chakraborty, S. (2014). “Performance assessment of buildings isolated by shape-memory-alloy rubber bearing: Comparison with elastomeric bearing under near-fault earthquakes.” Struct. Contr. Health Monit., 21(4), 449–465.
Hansma, P. K. (2005). “Sacrificial bonds in the interfibrillar matrix of bone.” J. Musculoskeletal Neuro. Interact., 5(4), 313–315.
Housner, G. W. (1956). “Limit design of structures to resist earthquakes.” Proc., 1st World Conf. on Earthquake Engineering, Earthquake Engineering Research Institute, El Centro, CA, 5-1–5-13.
Iemura, H., and Pradono, M. H. (2002). “Passive and semi-active seismic response control of a cable-stayed bridge.” J. Struct. Contr., 9(3), 189–204.
Ismail, M., Rodellar, J., and Pozo, F. (2014). “An isolation device for near-fault ground motions.” Struct. Contr. Health Monitor., 21(3), 249–268.
Jangid, R. S., and Kelly, J. M. (2001). “Base isolation for near-fault motions.” Earthquake Eng. Struct. Dyn., 30(5), 691–707.
Kelly, J. M. (1997). Earthquake-resistant design with rubber, Springer, London.
Kim, Y., Kim, C., and Langari, R. (2010). “Novel bio-inspired smart control for hazard mitigation of civil structures.” Smart Mater. Struct., 19(11), 115009.
Koski, J. (1984). “Multicriterion optimization in structural design.” New directions in optimum structural design, E. Atrek, R. H. Gallagher, K. M. Ragsdell, and O. C. Zienkiewicz, eds., Wiley, New York, 483–503.
Marler, R. T., and Arora, J. S. (2004). “Survey of multi-objective optimization methods for engineering.” Struct. Multidiscip. Optim., 26(6), 369–395.
Naeim, F., and Kelly, J. M. (1999). Design of seismic isolated structures: From theory to practice, Wiley, New York.
Nagarajaiah, S., Narasimhan, S., and Johnson, E. (2008). “Structural control benchmark problem: Phase II-Nonlinear smart base-isolated building subjected to near-fault earthquakes.” Struct. Contr. Health Monitor., 15(5), 653–656.
Ozbulut, O. E., Bitaraf, M., and Hurlebaus, S. (2011). “Adaptive control of base-isolated structures against near-field earthquakes using variable friction dampers.” Eng. Struct., 33(12), 3143–3154.
Ramallo, J. C., Johnson, E. A., and Spencer, B. F., Jr. (2002). “‘Smart’ base isolation systems.” J. Eng. Mech., 1088–1099.
Rao, S., and Freiheit, T. (1991). “A modified game theory approach to multiobjective optimization.” J. Mech. Des., 113(3), 286–291.
Soldatos, A. G., Arvanitis, K. G., and Zacharenakis, E. C. (2002). “Active control schemes for a seismic base-isolated structures.” Arch. Appl. Mech., 72(2–3), 147–159.
Spencer, B. F., Jr., and Nagarajaiah, S. (2003). “State of the art of structural control.” J. Struct. Eng., 845–856.
Storn, R., and Price, K. (1997). “Differential evolution-a simple and efficient heuristic for global optimization over continuous spaces.” J. Global. Optim., 11(4), 341–359.
Stroble, J. K., Stone, R. B., and Watkins, S. E. (2009). “An overview of biomimetic sensor technology.” Sens. Rev., 29(2), 112–119.
Xu, D., Yu, Q., Zhou, J., and Bishop, S. R. (2013). “Theoretical and experimental analyses of a nonlinear magnetic vibration isolator with quasi-zero-stiffness characteristic.” J. Sound Vib., 332(14), 3377–3389.
Yang, H. T. Y., Lin, C.-H., Bridges, D., Randall, C. J., and Hansma, P. K. (2010). “Bio-inspired passive actuator simulating an abalone shell mechanism for structural control.” Smart Mater. Struct., 19(10), 105011.
Yang, J. N., Wu, J. C., Reinhorn, A. M., and Riley, M. (1996). “Control of sliding-isolated buildings using sliding mode control.” J. Struct. Eng., 179–186.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 142Issue 1January 2016

History

Received: Sep 21, 2014
Accepted: Apr 29, 2015
Published online: Jun 10, 2015
Discussion open until: Nov 10, 2015
Published in print: Jan 1, 2016

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Authors

Affiliations

Xi Chen
Ph.D. Candidate, Research Institute of Structural Engineering and Disaster Reduction, Tongji Univ., Shanghai 200092, China.
Henry T. Y. Yang, M.ASCE
Professor, Dept. of Mechanical Engineering, Univ. of California, Santa Barbara, CA 93106.
Jiazeng Shan [email protected]
Assistant Professor, Research Institute of Structural Engineering and Disaster Reduction, Tongji Univ., Shanghai 200092, China (corresponding author). E-mail: [email protected]
Paul K. Hansma
Professor, Dept. of Physics, Univ. of California, Santa Barbara, CA 93106.
Weixing Shi
Professor, Research Institute of Structural Engineering and Disaster Reduction, Tongji Univ., Shanghai 200092, China.

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