Experiment Based Seismic Behavior Investigation of a Sliding Controlled Isolation System
Publication: Journal of Performance of Constructed Facilities
Volume 31, Issue 3
Abstract
The main objective of this study is to investigate the seismic behavior of an optimized version of cable-sliding friction aseismic bearing system, which is a spherical bearing combined with a set of cables to control the sliding. Basic characteristics and design method of this bearing are introduced. An experimental study including axial tensile tests of the cables and pseudostatic tests of the bearing are conducted. Seismic features including hysteretic loops, friction coefficient, and lateral restraining stiffness are analyzed based on the test data. After the test, the bearing is dissembled and damages to the bearing are illustrated and analyzed. A numerical simulation method is carried out and comparisons with the experimental results are made. The numerical results compare favorably with the experimental results. Furthermore, a case study featuring an extra-dosed cable-stayed bridge is presented. The experimental data confirm the effectiveness of the proposed design yet indicate degradation in the lateral restraining stiffness of the bearing. The case study results imply that the proposed system can control the relative displacement between the girder and pier effectively and momentary increase in the time history of the girder acceleration and pier top acceleration could be witnessed accompanying the restraining behavior. This study may be of use for seismic optimization of bridges in seismic active region.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The authors would like to thank the National Natural Science Foundation of China (Grant Nos. 51478339, 51278376, and 91315301), the National Science and Technology Support Program of China (No. 2015BAK17B04), Jiangxi Provincial Department of Science and Technology (Grant No. 20151BBG70064), the State Key Laboratory of Disaster Reduction in Civil Engineering (Grant No. SLDRCE14-B-14), and Mr. Liang Zhou in Xinzhu Road and Bridge Machinery Co., Ltd. for their support.
References
Cao, X., Xiong, Y., Fu, Y., Han, P., and Yuan, W. (2010). “Seismic design of Hangzhou Jiubao Bridge.” 5th Civil Engineering Conf. in the Asian Region and Australasian Structural Engineering Conf. 2010, Engineers Australia, Sydney, NSW, Australia, 6.
Chen, L., Zhuang, W., Zhao, Q., and Wan, Z. (2012). Rep. on Highways’ Damage in the Wenchuan Earthquake: Bridge, China Communications Press, Beijing.
DesRoches, R., Pfeifer, T., Leon, R. T., and Lam, T. (2003). “Full-scale tests of seismic cable restrainer retrofits for simply supported bridges.” J. Bridge Eng., 191–198.
Dolce, M., Cardone, D., and Croatto, F. (2005). “Frictional behavior of steel-PTFE interfaces for seismic isolation.” Bull. Earthquake Eng., 3(1), 75–99.
Dolce, M., Cardone, D., and Palermo, G. (2007). “Seismic isolation of bridges using isolation systems based on flat sliding bearings.” Bull. Earthquake Eng., 5(4), 491–509.
Elata, D., Eshkenazy, R., and Weiss, M. P. (2004). “The mechanical behavior of a wire rope with an independent wire rope core.” Int. J. Solids Struct., 41(5–6), 1157–1172.
Filipov, E. T., et al. (2013). “Seismic performance of highway bridges with fusing bearing components for quasi-isolation.” Earthquake Eng. Struct. Dyn., 42(9), 1375–1394.
Gur, S., Mishra, S. K., and Chakraborty, S. (2014). “Stochastic optimization of shape-memory-alloy rubber bearing (SMARB) for isolating buildings against random earthquake.” Struct. Control Health Monit., 21(9), 1222–1239.
Hameed, A., Koo, M. S., Do, T. D., and Jeong, J. H. (2008). “Effect of lead rubber bearing characteristics on the response of seismic-isolated bridges.” KSCE J. Civ. Eng., 12(3), 187–196.
Kunde, M. C., and Jangid, R. S. (2003). “Seismic behavior of isolated bridges: A-state-of-the-art review.” Electron. J. Struct. Eng., 3, 140–170.
MOHURD (Ministry of Housing and Urban-Rural Development of the People’s Republic of China). (2011). “Code for seismic design of urban bridges.”, China Architecture & Building Press, Beijing.
Ozbulut, O. E., and Hurlebaus, S. (2011). “Optimal design of superelastic-friction base isolators for seismic protection of highway bridges against near-field earthquakes.” Earthquake Eng. Struct. Dyn., 40(3), 273–291.
Ozbulut, O. E., and Hurlebaus, S. (2012). “A comparative study on the seismic performance of superelastic-friction base isolators against near-field earthquakes.” Earthquake Spectra, 28(3), 1147–1163.
Padgett, J. E., DesRoches, R., and Ehlinger, R. (2010). “Experimental response modification of a four-span bridge retrofit with shape memory alloys.” Struct. Control Health Monit., 17(6), 694–708.
SAP2000 version 15 [Computer software]. Computers and Structures, Berkeley, CA.
Tsai, M.-H. (2008). “Transverse earthquake response analysis of a seismically isolated regular bridge with partial restraint.” Eng. Struct., 30(2), 393–403.
Wang, C. J., and Shih, M. H. (2007). “Performance study of a bridge involving sliding decks and pounded abutment during a violent earthquake.” Eng. Struct., 29(5), 802–812.
Wang, F. M., Yuan, W. C., Dang, X. Z., and Lin, Z. (2015). “Seismic design of Nanchang Chao-yang Bridge.” 2014 Int. Conf. on Civil Engineering, Energy and Environment, L. Xie, ed., Society Resources Environment and Engineering, London, 94–100.
Wei, Z., Yuan, W., Cheung, P., Cao, X., and Rong, Z. (2011). “Seismic performance of continuous girder bridges using cable-sliding friction aseismic bearing.” Procedia Eng., 14, 914–921.
Yuan, W., Wang, B., Cheung, P., Cao, X., and Rong, Z. (2012). “Seismic performance of cable-sliding friction bearing system for isolated bridges.” Earthquake Eng. Eng. Vib., 11(2), 173–183.
Information & Authors
Information
Published In
Copyright
©2016 American Society of Civil Engineers.
History
Received: Feb 23, 2016
Accepted: Aug 30, 2016
Published online: Nov 10, 2016
Discussion open until: Apr 10, 2017
Published in print: Jun 1, 2017
Authors
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.