Chapter
Apr 15, 2021

Vibration Control of Superelastic SMA Spring Braces to a Frame Structure under Earthquake Exciting

Publication: Earth and Space 2021

ABSTRACT

This paper studies the vibration control performance of a new type of superelastic shape memory alloy (SMA) helical spring braces to a frame structure under an earthquake. To explore the vibration control performance of the proposed braces, a steel frame model and four SMA springs were made in the laboratory. Based on a stress-strain relationship of the SMA material, a mathematical model was developed to determine the nonlinear force-displacement relationship of the SMA helical springs under general dynamic load, and the model agreed with the test results very well. Then, a numerical simulation model of the frame with the new SMA spring braces was set up to get the seismic responses of the frame. To check the validity of the simulation model, a number of vibration tests were conducted. The experimental results are in very good agreement with the numerical results, and the proposed braces can greatly suppress structural vibrations. Therefore, it is expected that the SMA spring braces have a great potential for the vibration control of practical frame structures.

Get full access to this article

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

REFERENCES

Arockiasamy, M., Neelakanta, P. S. and Sreenivasan, G. (1992). “Vibration control of beams with embedded smart composite material.” Journal of Aerospace Engineering, 5 (4), 492-498.
Attanasi, G., Auricchio, F. and Urbano, M. (2011). “Theoretical and experimental investigation on SMA superelastic springs.” Journal of Materials Engineering and Performance, 20(4), 706–711.
Choi, E., Lee, D. H. and Choei, N. Y. (2009). “Shape memory alloy bending bars as seismic restrainers for bridges in seismic areas.” International Journal of Steel Structures, 9(4), 261-273.
Chen, J., Lu, G., Li, Y., Wang, T., Wang, W. and Song, G. (2017). “Experimental study on robustness of an eddy current-tuned mass damper.” Applied Science, 7(9), 895.
Dolce, M., Cardone, D. and Marnetto, R. (2000). “Implementation and testing of passive control devices based on shape memory alloys.” Earthquake Engineering and Structural Dynamics, 29(7), 945-968.
Huang, B., Zhang, H., Wang, H. and Song, G. (2014). “Passive base isolation with superelastic nitinol SMA helical springs.” Smart Materials and Structures, 23(6), 1656-1665.
Kakatcioglu, S., Giray, M. and Asmer, H. (2014). “Vibration control of flexible manipulators using smart structures.” Journal of Aerospace Engineering, 11 (3), 90-94.
Li, H., Mao, C. X. and Ou, J. P. (2008). “Experimental and theoretical study on two types of shape memory alloy devices.” Earthquake Engineering and Structural Dynamics, 37(3), 407-426.
Lu, Z., Lu, X., Lu, W. and Masri, S. F. (2012). “Experimental studies of the effects of buffered particle dampers attached to a multi-degree-of-freedom system under dynamic loads.” Journal of Sound and Vibration, 331(9), 2007-2022.
Li, L., Song, G., Singla, M. and Mo, Y. L. (2015). “Vibration control of a traffic signal pole using a pounding tuned mass damper with viscoelastic materials (II): experimental verification.” Journal of Vibration and Control, 21(4), 670-675.
Li, H., Zhang, P., Song, G., Patil, D. and Mo, Y. L. (2015). “Robustness study of the pounding tuned mass damper for vibration control of subsea jumpers.” Smart Materials and Structures, 24(9), 095001.
Li, P., Liu, S. and Lu, Z. (2017). “Experimental study on the performance of polyurethane-steel sandwich structure under debris flow.” Applied Science, 7(10), 1018.
Manach, P. Y. and Favier, D. (1997). “Shear and tensile thermomechanical behavior of near equiatomic NiTi alloy.” Materials Science and Engineering, 222(1), 45-57.
Motahari, S. A., and Ghassemieh, M. (2007). “Multilinear one-dimensional shape memory material model for use in structural engineering applications.” Engineering Structures, 29(6), 904-913.
Ma, H. and Yam, M. C. H. (2011). “Modeling of self-centering damper and its application in structural control.” Journal of Constructional Steel Research, 67(4), 656-666.
Mishra, S. K., Gur, S. and Chakraborty, S. (2013). “An improved tuned mass damper(SMA-TMD) assisted by a shape memory alloy spring.” Smart Materials and Structures, 22(22), 095-016.
Ozbulut, O. E., Hurlebaus, S. and Desroches, R. (2011). “Seismic response control using shape memory alloys:A review.” Journal of Intelligent Material Systems and Structures, 22(14), 1531-1549.
Qian, H., Li, H., Song, G., and Guo, W. (2013). “A constitutive model for superelastic shape memory alloys considering the influence of strain rate.” Mathematical Problems in Engineering, 2013(3), 206-226.
Qian, H., Li, H., and Song, G. (2016). “Experimental investigations of building structure with a superelastic shape memory alloy friction damper subject to seismic loads.” Smart Materials and Structures, 25(12), 125026.
Rana, R. and Soong, T. T. (1998). “Parametric study and simplified design of tuned mass dampers.” Engineering Structures, 20(3), 193-204.
Song, G., Ma, N. and Li, H.-N. (2006). “Applications of shape memory alloys in civil structures.” Engineering Structures, 28(9), 1266-1274.
Xue, S. and Li, X. (2007). “Control devices incorporated with shape memory alloy.” Earthquake Engineering and Engineering Vibration, 6(2), 159-169.
Song, G., Cai, S. C. S. and Li, H-N. (2017). “Energy dissipation and vibration control: modeling, algorithm, and devices.” Applied Science, 7(8), 801.
Wang, W., Dalton, D., Hua, X., Wang, X., Chen, Z. and Song, G. (2017). “Experimental study on vibration control of a submerged pipeline model by eddy current tuned mass damper.” Applied Science, 7(10), 987.
Yang, C. W., DesRoches, R. and Leon, R. T. (2010). “Design and analysis of braced frames with shape memory alloy and energy-absorbing hybrid devices.” Engineering Structures, 32, 498-507.
Zuo, X. B., Li, A. Q. and Chen, Q. F. (2008). “Design and analysis of a superelastic SMA damper.” Journal of Intelligent Material Systems and Structures, 19, 631-639.
Zhou, Y., Lu, X., Weng, D. and Zhang, R. (2012). “A practical design method for reinforced concrete structures with viscous dampers.” Engineering structures, 39, 187-198.
Zhang, P., Song, G., Li, H. N. and Lin, Y. X. (2012). “Seismic control of power transmission tower using pounding TMD.” Journal of Eng. Mech., 139(10), 1395-1406.
Zhou, Y. and Li, H. (2014). “Analysis of a high-rise steel structure with viscous damped outriggers.” The Structural Design of Tall and Special Buildings, 23 (13), 963-979.
Zhang, P., Li, L., Patil, D., Singla, M., Li, H. N., Mo, Y. L. and Song, G. (2015). “Parametric study of pounding tuned mass damper for subsea jumpers.” Smart Materials and Structures, 25(1), 015028.

Information & Authors

Information

Published In

Go to Earth and Space 2021
Earth and Space 2021
Pages: 280 - 294

History

Published online: Apr 15, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

1Professor, School of Civil Engineering and Architecture, Wuhan Univ. of Technology, Wuhan, China. Email: [email protected]
Hongwang Lv [email protected]
2Graduate Student, School of Civil Engineering and Architecture, Wuhan Univ. of Technology, Wuhan, China. Email: [email protected]
Yueming Lao [email protected]
3Graduate Student, School of Science, Wuhan Univ. of Technology, Wuhan, China. Email: [email protected]
Jincheng Ding [email protected]
4Graduate Student, School of Civil Engineering and Architecture, Wuhan Univ. of Technology, Wuhan, China. Email: [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
$116.00
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
$116.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share