Chapter
Nov 15, 2018
16th Biennial International Conference on Engineering, Science, Construction, and Operations in Challenging Environments

Periodic Material-Based Passive Control Systems for Engineering Structures

Publication: Earth and Space 2018: Engineering for Extreme Environments

ABSTRACT

A new type of passive seismic control system was developed and experimentally validated. The new control system, known as periodic foundations, is inspired by the concept of phononic crystals that can block incoming waves having frequencies located within the frequency band gaps. This paper presents the development of one-dimensional (1D) periodic foundations from basic theory to actual tests. The ability of 1D periodic foundations to isolate engineering structures from the incoming waves was investigated through large-scale shake table tests. The test results demonstrated that a 1D periodic foundation can reduce the acceleration response on the superstructure by 90% compared to the input acceleration without generating large relative displacement at the isolator layer as conventional base isolation systems do. Moreover, finite element analysis was conducted and reproduced the test results. The research has proven that periodic foundations are very promising to be used as the next generation of seismic control systems.

Get full access to this article

View all available purchase options and get full access to this chapter.

ACKNOWLEDGEMENT

The authors acknowledge the support of the US Dept., of Energy NEUP Program (Proj. No. CFA-14-6446). The opinions and conclusions expressed or implied in the paper are those of the authors. They are not necessarily those of the supporting agency.

REFERENCES

"PEER Ground Motion Database." <http://ngawest2.berkeley.edu/>. (4. 16, 2016).
Buckle, I. G., and Mayes, R. L. (1990). ”Seismic isolation: history, application, and performance—a world view.” Earthquake spectra, 6(2), 161-201.
Jia, G., and Shi, Z. (2010). ”A New Seismic Isolation System and Its Feasibility Study.” Earthquake Engineering and Engineering Vibration, 9(1), 75-82.
Kelly, J. M. (1999). ”The role of damping in seismic isolation.” Earthquake Engineering and Structural Dynamics, 28(1), 3-20.
Krawinkler, H., and Moncarz, P. D. (1982). ”Similitude requirements for dynamic models.” ACI Special Publication, 73.
PEER(2016). ”Ground Motion Database.” Pacific Eastthquake Research (PEER) Center, Univ. of California, Berkeley, CA<http://ngawest2.berkeley.edu/>. (4. 16, 2016).
Torres, M., and Montero de Espinosa, F. R. (2004). ”Ultrasonic Band Gaps and Negative Refraction.” Ultrasonics, 42, 787-790.
Welch, P. D. (1967). ”The use of fast Fourier transform for the estimation of power spectra: A method based on time averaging over short, modified periodograms.” IEEE Transactions on Audio and Electroacoustics, 15(2), 70-73.
Witarto, W., Wang, S. J., Nie, X., Mo, Y. L., Shi, Z., Tang, Y., and Kassawara, R. P. (2016). ”Analysis and Design of One Dimensional Periodic Foundations for Seismic Base Isolation of Structures.” International Journal of Engineering Research and Applications, 6(1), 5-15.
Xiang, H. J., Shi, Z. F., Wang, S. J., and Mo, Y. L. (2012). ”Periodic materials-based vibration attenuation in layered foundations: experimental validation.” Smart Materials and Structures, 21, 1-10.
Yan, Y., Cheng, Z., Menq, F., Mo, Y. L., Tang, Y., and Shi, Z. (2015). ”Three dimensional periodic foundations for base seismic isolation.” Smart Materials and Structures, 24(7), 075006.
Yan, Y., Laskar, A., Cheng, Z., Menq, F., Tang, Y., Mo, Y. L., and Shi, Z. (2014). ”Seismic isolation of two dimensional periodic foundations.” Journal of Applied Physics, 116(4), 044908.

Information & Authors

Information

Published In

Go to Earth and Space 2018
Earth and Space 2018: Engineering for Extreme Environments
Pages: 957 - 969
Editors: Ramesh B. Malla, Ph.D., University of Connecticut, Robert K. Goldberg, Ph.D., NASA Glenn Research Center, and Alaina Dickason Roberts
ISBN (Online): 978-0-7844-8189-9

History

Published online: Nov 15, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Witarto Witarto [email protected]
Dept. of Civil and Environmental Engineering, Univ. of Houston, N107 Engineering Building 1, 4726 Calhoun Rd., Houston, TX 77204. E-mail: [email protected]
Shiang-Jung Wang [email protected]
National Center for Research on Earthquake Engineering, No. 200, Section 3, Xinhai Rd., Taipei 106, Taiwan. E-mail: [email protected]
Cho-Yen Yang [email protected]
National Center for Research on Earthquake Engineering, No. 200, Section 3, Xinhai Rd., Taipei 106, Taiwan. E-mail: [email protected]
Dept. of Civil Engineering, Tsinghua Univ., Haidian District, Beijing 100084, China. E-mail: [email protected]
Dept. of Civil and Environmental Engineering, Univ. of Houston, N107 Engineering Building 1, 4726 Calhoun Rd., Houston, TX 77204. E-mail: [email protected]
Kuo-Chun Chang [email protected]
National Center for Research on Earthquake Engineering, No. 200, Section 3, Xinhai Rd., Taipei 106, Taiwan. E-mail: [email protected]
Argonne National Laboratory, 9700 Cass Ave., Lemont, IL 60439. E-mail: [email protected]
Robert P. Kassawara [email protected]
Electric Power Research Institute, 3420 Hillview Ave., Palo Alto, CA 94304. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$232.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$232.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share