Quasi-Static Cyclic Testing of a Large-Scale Hybrid Sliding-Rocking Segmental Column with Slip-Dominant Joints
Publication: Journal of Bridge Engineering
Volume 19, Issue 10
Abstract
This paper presents the findings of an experimental study that investigated the response properties of segmental cantilever columns incorporating internal unbonded posttensioning (PT) and slip-dominant (SD) joints. The SD joints exhibited controlled sliding that provided energy dissipation with low damage. All joints of these columns, except for the bottom one, were designed to be SD. The bottom joint was designed to be rocking dominant (RD) and exhibited rocking that offered self-centering to the system. Design objectives and equations are presented. These equations were used for the design of a large-scale cantilever column that was subjected to reverse lateral cyclic loading at its top end, reaching a maximum drift ratio of 14.9%. At small drift ratios (), the response was dominated by sliding of the SD joints that provided energy dissipation (damping). For medium drift ratios (between 3 and 10%), rocking at the bottom joint increased and provided self-centering properties to the system. For large drift ratios (), the self-centering properties decreased, but the damping properties remained practically constant. Rocking at the SD joints remained small at all times. Minor spalling was observed in the SD joints, while concrete crushing was observed at the bottom joint.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The authors acknowledge the Federal Highway Administration of the DOT for providing funding for this research through UB’s MCEER. The help of UB’s SEESL personnel in the execution of this experimental program is appreciated greatly. The Bodossaki Foundation and the Alexander S. Onassis Public Benefit Foundation also are acknowledged for providing partial financial support to the first author. The opinions and findings reported in this paper are those of the authors and not the sponsors.
References
AASHTO. (2007). AASHTO LRFD bridge design specifications, 4th Ed., Washington, DC.
Applied Technology Council (ATC) and Multidisciplinary Center for Earthquake Engineering Research (MCEER) Joint Venture. (2003). “Recommended LRFD guidelines for the seismic design of highway bridges. Parts I and II.” MCEER/ATC-49, Buffalo, NY.
ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-10, Reston, VA.
ASTM. (2009). “Standard specification for deformed and plain carbon-steel bars for concrete reinforcement.” A615/A615M, West Conshohocken, PA.
ASTM. (2010). “Standard specification for steel strand, uncoated seven-wire for prestressed concrete.” A416/A416M, West Conshohocken, PA.
Billington, S. L., Barnes, R. W., and Breen, J. E. (1999). “A precast segmental substructure system for standard bridges.” Precast/Prestressed Concrete Institute (PCI) J., 44(4), 56–73.
Billington, S. L., and Yoon, J. K. (2004). “Cyclic response of unbonded posttensioned precast columns with ductile fiber-reinforced concrete.” J. Bridge Eng., 353–363.
Chou, C. C., and Chen, Y. C. (2006). “Cyclic tests of post-tensioned precast CFT segmental bridge columns with unbonded strands.” Earthquake Eng. Struct. Dyn., 35(2), 159–175.
ElGawady, M. A., and Dawood, H. M. (2012). “Analysis of segmental piers consisted of concrete filled FRP tubes.” Eng. Struct., 38(May), 142–152.
Figg, L., and Pate, W. D. (2004). “Precast concrete segmental bridges-America’s beautiful and affordable icons.” Precast/Prestressed Concrete Institute (PCI) J., 49(5), 26–38.
Filiatrault, A., Tremblay, R., Christopoulos, C., Folz, B., and Pettinga, D. (2013). Elements of earthquake engineering and structural dynamics, 3rd Ed., Presses Internationales Polytechnique, Montreal.
Freyermuth, C. L. (1999). “Ten years of segmental achievements and projections for the next century.” Precast/Prestressed Concrete Institute (PCI) J., 44(3), 36–44.
Hewes, J. T. (2007). “Seismic tests on precast segmental concrete columns with unbonded tendons.” Bridge Struct.: Assess. Des. Constr., 3(3–4), 215–227.
Hewes, J. T., and Priestley, M. J. N. (2002). “Seismic design and performance of precast concrete segmental bridge columns.” Rep. No. SSRP–2001/25, Dept. of Structural Engineering, Univ. of California–San Diego, La Jolla, CA.
Marriott, D., Pampanin, S., and Palermo, A. (2009). “Quasi-static and pseudo-dynamic testing of unbonded post-tensioned rocking bridge piers with external replaceable dissipaters.” Earthquake Eng. Struct. Dyn., 38(3), 331–354.
Megally, S. H., Garg, M., Seible, F., and Dowell, R. K. (2002). “Seismic performance of precast segmental bridge superstructures.” Rep. No. SSRP–2001/24, Dept. of Structural Engineering, Univ. of California–San Diego, La Jolla, CA.
Motaref, S., Saiidi, M., and Sanders, D. (2014). “Shake table studies of energy-dissipating segmental bridge columns.” J. Bridge Eng., 186–199.
Ou, Y.-C., Chiewanichakorn, M., Aref, A. J., and Lee, G. C. (2007). “Seismic performance of segmental precast unbonded posttensioned concrete bridge columns.” J. Struct. Eng., 1636–1647.
Ou, Y.-C., Tsai, M.-S., Chang, K.-C., and Lee, G. C. (2010a). “Cyclic behavior of precast segmental concrete bridge columns with high performance or conventional steel reinforcing bars as energy dissipation bars.” Earthquake Eng. Struct. Dyn., 39(11), 1181–1198.
Ou, Y.-C., Wang, P.-H., Tsai, M.-S., Chang, K.-C., and Lee, G. C. (2010b). “Large-scale experimental study of precast segmental unbonded posttensioned concrete bridge columns for seismic regions.” J. Struct. Eng., 255–264.
Pang, J. B., Eberhard, M. O., and Stanton, J. F. (2010). “Large-bar connection for precast bridge bents in seismic regions.” J. Bridge Eng., 231–239.
Restrepo, J. I., Tobolski, M. J., and Matsumoto, E. E. (2011). “NCHRP Report 681: Development of a precast bent cap system for seismic regions.” NCHRP 12-74, National Cooperative Highway Research Program (NCHRP), Transportation Research Board of the National Academies, Washington, DC.
Roh, H., and Reinhorn, A. M. (2010). “Hysteretic behavior of precast segmental bridge piers with superelastic shape memory alloy bars.” Eng. Struct., 32(10), 3394–3403.
Sideris, P. (2012). “Seismic analysis and design of precast concrete segmental bridges.” Ph.D. dissertation, State Univ. of New York at Buffalo, Buffalo, NY.
Sideris, P., Aref, A., and Filiatrault, A. (2013a). “Experimental investigation of the seismic performance of hybrid sliding-rocking post-tensioned segmental bridges.” 7th National Seismic Conf. on Bridges & Highways: Bridge Resilience for Earthquakes and Other Natural Hazards, Multidisciplinary Center for Earthquake Engineering Research (MCEER), Buffalo, NY.
Sideris, P., Aref, A. J., and Filiatrault, A. (2013b). “Seismic testing of a hybrid sliding-rocking posttensioned segmental system.” J. Struct. Eng., in press.
Wang, J. C., Ou, Y. C., Chang, K. C., and Lee, G. C. (2008). “Large-scale seismic tests of tall concrete bridge columns with precast segmental construction.” Earthquake Eng. Struct. Dyn., 37(12), 1449–1465.
Yamashita, R., and Sanders, D. H. (2009). “Seismic performance of precast unbonded prestressed concrete columns.” ACI Struct. J., 106(6), 821–830.
Information & Authors
Information
Published In
Copyright
© 2014 American Society of Civil Engineers.
History
Received: Aug 23, 2013
Accepted: Jan 23, 2014
Published online: Mar 7, 2014
Discussion open until: Aug 7, 2014
Published in print: Oct 1, 2014
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.