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http://dx.doi.org/10.12989/sem.2017.61.6.701

Nonlinear spectral design analysis of a structure for hybrid self-centring device enabled structures  

Golzar, Farzin G. (Department of Mechanical Engineering, University of Canterbury)
Rodgers, Geoffrey W. (Department of Mechanical Engineering, University of Canterbury)
Chase, J. Geoffrey (Department of Mechanical Engineering, University of Canterbury)
Publication Information
Structural Engineering and Mechanics / v.61, no.6, 2017 , pp. 701-709 More about this Journal
Abstract
Seismic dissipation devices can play a crucial role in mitigating earthquake damages, loss of life and post-event repair and downtime costs. This research investigates the use of ring springs with high-force-to-volume (HF2V) dissipaters to create damage-free, recentring connections and structures. HF2V devices are passive rate-dependent extrusion-based devices with high energy absorption characteristics. Ring springs are passive energy dissipation devices with high self-centring capability to reduce the residual displacements. Dynamic behaviour of a system with nonlinear structural stiffness and supplemental hybrid damping via HF2V devices and ring spring dampers is used to investigate the design space and potential. HF2V devices are modelled with design forces equal to 5% and 10% of seismic weight and ring springs are modelled with loading stiffness values of 20% and 40% of initial structural stiffness and respective unloading stiffness of 7% and 14% of structural stiffness (equivalent to 35% of their loading stiffness). Using a suite of 20 design level earthquake ground motions, nonlinear response spectra for 8 different configurations are generated. Results show up to 50% reduction in peak displacements and greater than 80% reduction in residual displacements of augmented structure compared to the baseline structure. These gains come at a cost of a significant rise in the base shear values up to 200% mainly as a result of the force contributed by the supplemental devices.
Keywords
spectral design; self-centring; nonlinear structure; high force damper;
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Times Cited By KSCI : 9  (Citation Analysis)
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1 Ewing, C.M., Guillin, C., Dhakal, R.P. and Chase, J.G. (2009), "Spectral analysis of semi-actively controlled structures subjected to blast loading", Struct. Eng. Mech., 33(1), 79-93.   DOI
2 Filiatrault, A., Tremblay, R. and Kar, R. (2000), "Performance evaluation of friction spring seismic damper", J. Struct. Eng., 126(4), 491-499.   DOI
3 Gledhill, S., Sidwell, G. and Bell, D. (2008). "The damage avoidance design of tall steel frame buildings-Fairlie terrace student accommodation project, Victoria University of Wellington", New Zealand Society of Earthquake Engineering Annual Conference.
4 Hamid, N.H. and Mander, J. (2014), "Damage avoidance design for buildings", KSCE J. Civil Eng., 18(2), 541-548.   DOI
5 Hill, K.E. (1995), The Utility of Ring Springs in Seismic Isolation Systems: A Thesis Submitted for the Degree of Doctor of Philosophy, University of Canterbury, New Zealand.
6 Bacht, T., Chase, J.G., MacRae, G., Rodgers, G.W., Rabczuk, T., Dhakal, R.P. and Desombre, J. (2011), "HF2V dissipator effects on the performance of a 3 story moment frame", J. Constr. Steel Res., 67(12), 1843-1849.   DOI
7 Bazzurro, P., Cornell, C., Menun, C. and Motahari, M. (2004). "Guidelines for seismic assessment of damaged buildings", Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, Canada.
8 Bhunia, D., Prakash, V. and Pandey, A.D. (2012), "A study on the behaviour of coupled shear walls", Struct. Eng. Mech., 42(5), 645-675.   DOI
9 Yon, B., Sayin, E. and Koksal, T.S. (2013), "Seismic response of buildings during the May 19, 2011 Simav, Turkey earthquake", Earthq. Struct., 5(3), 343-357.   DOI
10 Bishay-Girges, N.W. and Carr, A.J. (2014), "Ring spring dampers: Passive control system for seismic protection of structures", Bull. NZ. Soc. Earthq. Eng., 47(3).
11 Chang, S.E. (2010), "Urban disaster recovery: a measurement framework and its application to the 1995 Kobe earthquake", Disast., 34(2), 303-327.   DOI
12 Khoo, H.-H., Clifton, C., Butterworth, J. and MacRae, G. (2013), "Experimental study of full-scale self-centering Sliding Hinge Joint connections with friction ring springs", J. Earthq. Eng., 17(7), 972-997.   DOI
13 Chiou, D.J., Hsu, W.K., Chen, C.W., Hsieh, C.M., Tang, J.P. and Chiang, W.L. (2011), "Applications of Hilbert-Huang transform to structural damage detection", Struct. Eng. Mech., 39(1), 1-20.   DOI
14 Kaiser, A., Holden, C., Beavan, J., Beetham, D., Benites, R., Celentano, A., Collett, D., Cousins, J., Cubrinovski, M. and Dellow, G. (2012), "The Mw 6.2 Christchurch earthquake of February 2011: preliminary report", NZ J. Geol. Geophys., 55(1), 67-90.   DOI
15 Kar, R., Rainer, J. and Lefrancois, A. (1996), "Dynamic properties of a circuit breaker with friction-based seismic dampers", Earthq. Spectra, 12(2), 297-314.   DOI
16 Khoo, H.-H., Clifton, C., Butterworth, J., MacRae, G., Gledhill, S. and Sidwell, G. (2012), "Development of the self-centering Sliding Hinge Joint with friction ring springs", J. Constr. Steel Res., 78 201-211.   DOI
17 Khoo, H., Clifton, G., Butterworth, J. and MacRae, G. (2012). "Experimental studies of the self-centering Sliding Hinge Joint", NZSEE Conference, Christchurch, New Zealand.
18 Kordani, R., Rodgers, G. and Chase, J. (2015). "Response analysis of hybrid damping device with self-centring", New Zealand Society of Earthquake Engineering Conference.
19 Mander, J.B. and Cheng, C.-T. (1997), Seismic Resistance of Bridge Piers based on Damage Avoidance Design, U.S. National Center for Earthquake Engineering Research (NCEER).
20 Luco, N., Bazzurro, P. and Cornell, C.A. (2004). "Dynamic versus static computation of the residual capacity of a mainshockdamaged building to withstand an aftershock", Proceedings of the 13th World Conference on Earthquake Engineering.
21 Rodgers, G., Denmead, C., Leach, N., Chase, J. and Mander, J. (2006), "Spectral evaluation of high force-volume lead dampers for structural response reduction".
22 Maniyar, M.M., Khare, R.K. and Dhakal, R.P. (2009), "Probabilistic seismic performance evaluation of non-seismic RC frame buildings", Struct. Eng. Mech., 33(6), 725-745.   DOI
23 Menegotto, M. and Pinto, P. (1973), Method of Analysis for Cyclically Loaded R. C. Plane Frames Including Changes in Geometry and Non-Elastic Behavior of Elements under Combined Normal Force and Bending,
24 Polese, M., Di Ludovico, M., Prota, A. and Manfredi, G. (2013), "Damage-dependent vulnerability curves for existing buildings", Earthq. Eng. Struct. Dyn., 42(6), 853-870.   DOI
25 Rodgers, G.W., Chase, J.G., Mander, J., Dhakal, R.P. and Solberg, K.M. (2007). "DAD Post-Tensioned Concrete Connections with Lead Dampers: Analytical Models and Experimental Validation", 8th Pacific Conference on Earthquake Engineering.
26 Rodgers, G.W., Chase, J.G., Mander, J.B., Leach, N.C. and Denmead, C.S. (2007), "Experimental development, tradeoff analysis and design implementation of high force-to-volume damping technology", Bull. NZ Soc. Earthq. Eng., 40(2), 35-48.
27 Elnashai, A.S., Borzi, B. and Vlachos, S. (2004), "Deformationbased vulnerability functions for RC bridges", Struct. Eng. Mech., 17(2), 215-244.   DOI
28 Chopra, A.K. and Goel, R.K. (2001), "Direct displacement.based design: use of inelastic vs. elastic design spectra", Earthq. Spectra, 17(1), 47-64.   DOI
29 Cousins, W. and Porritt, T. (1993), "Improvements to leadextrusion damper technology", Bull. NZ. Nat. Soc. Earthq. Eng., 26(3), 342-348.
30 Cousins, W., Robinson, W. and McVerry, G. (1991). "Recent developments in devices for seismic isolation", Proc. Pacific Conference on Earthquake Engineering.
31 Somerville, P.G. and Venture, S.J. (1997), Development of Ground Motion Time Histories for Phase 2 of the FEMA/SAC Steel Project, SAC Joint Venture
32 Rodgers, G.W., Mander, J.B. and Chase, J.G. (2011), "Semiexplicit rate-dependent modeling of damage-avoidance steel connections using HF2V damping devices", Earthq. Eng. Struct. Dyn., 40(9), 977-992.   DOI
33 Rodgers, G.W., Mander, J.B., Chase, J.G., Dhakal, R.P., Leach, N.C. and Denmead, C.S. (2008), "Spectral analysis and design approach for high force-to-volume extrusion damper-based structural energy dissipation", Earthq. Eng. Struct. Dyn., 37(2), 207-223.   DOI
34 Rodgers, G.W., Solberg, K.M., Chase, J.G., Mander, J.B., Bradley, B.A., Dhakal, R.P. and Li, L. (2008), "Performance of a damage-protected beam-column subassembly utilizing external HF2V energy dissipation devices", Earthq. Eng. Struct. Dyn., 37(13), 1549-1564.   DOI
35 Erasmus, L. (1988), "Ring springs on holding-down bolts for seismic energy dissipation", Tran. Inst. Prof. Eng. NZ: Civil Eng. Sec., 15(2), 41-47.
36 Rodgers, G.W., Solberg, K.M., Mander, J.B., Chase, J.G., Bradley, B.A. and Dhakal, R.P. (2012), "High-force-to-volume seismic dissipators embedded in a jointed precast concrete frame", J. Struct. Eng., 138(3), 375-386.   DOI
37 Ruiz-Garcia, J. and Aguilar, J.D. (2015), "Aftershock seismic assessment taking into account postmainshock residual drifts", Earthq. Eng. Struct. Dyn., 44(9), 1391-1407.   DOI
38 Salari, N. and Asgarian, B. (2015), "Seismic response of steel braced frames equipped with shape memory alloy-based hybrid devices", Struct. Eng. Mech., 53(5), 1031-1049.   DOI
39 Subramanian, K. and Velayutham, M. (2014), "Seismic performance of lateral load resisting systems", Struct. Eng. Mech., 51(3), 487-502.   DOI
40 Yang, M., Xu, Z. and Zhang, X. (2015), "Experimental study on lead extrusion damper and its earthquake mitigation effects for large-span reticulated shell", Steel Compos. Struct., 18(2), 481-496.   DOI