Nonlinear semi-active/passive retrofit design evaluation using incremental dynamic analysis |
Rodgers, Geoffrey W.
(Department of Mechanical Engineering, University of Canterbury)
Chase, J. Geoffrey (Department of Mechanical Engineering, University of Canterbury) Roland, Thomas (Department of Mechanical Engineering, University of Canterbury) Macrae, Gregory A. (Department of Civil Engineering, University of Canterbury) Zhou, Cong (Department of Mechanical Engineering, University of Canterbury) |
1 | Asgarian, B., Mirtaheri, M.Y.M., Samani, H.R. and Alanjari, P. (2010), "Incremental dynamic analysis of high-rise towers", Struct. Des. Tall Spec. Build., 19(8), 922-934. https://doi.org/10.1002/tal.518. DOI |
2 | Azarbakht, A. and Dolsek, M. (2011), "Progressive incremental dynamic analysis for first-mode dominated structures", J. Struct. Eng., 137(3), 445-455. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000282. DOI |
3 | Barroso, L.R., Chase, J.G. and Hunt, S. (2003), "Resettable smart dampers for multi-level seismic hazard mitigation of steel moment frames", J. Struct. Control, 10(1), 41-58. https://doi.org/10.1002/stc.16. DOI |
4 | Bobrow, J.E., Jabbari, F. and Thai, K. (2000), "A new approach to shock isolation and vibration suppression using a resetable actuator", J. Dynam. Syst. Meas. Control., 122(3), 570-573. https://doi.org/10.1115/1.1286629. DOI |
5 | Chase, J.G., Barroso, L.R. and Hunt, S. (2004a), "The impact of total acceleration control for semi-active earthquake hazard mitigation", Eng. Struct., 26(2), 201-209. https://doi.org/10.1016/j.engstruct.2003.09.008. DOI |
6 | Chase, J.G. and Rodgers, G.W. (2019), Passive Damper, U.S.A patent application US20190153740A1. |
7 | Chopra, A.K. (1995), Dynamics of Structures: Theory and Applications to Earthquake Engineering, Prentice Hall, Upper Saddle River, NJ, U.S.A. |
8 | 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. https://doi.org/10.1016/j.jcsr.2011.05.007. DOI |
9 | Bakhshinezhad, S. and Mohebbi, M. (2019), "Multiple failure criteria-based fragility curves for structures equipped with SATMDs", Earthq. Struct., 17(5), 463-475. https://doi.org/10.12989/eas.2019.17.5.463. DOI |
10 | Biot, M.A. (1941), "A mechanical analyzer for the prediction of earthquake stresses", B. Seismol. Soc. Am., 31(2), 151-171. https://doi.org/10.1785/BSSA0310020151. DOI |
11 | Bitaraf, M., Ozbulut, O.E., Hurlebaus, S. and Barroso, L. (2010), "Application of semi-active control strategies for seismic protection of buildings with MR dampers", Eng. Struct., 32(10), 3040-3047. https://doi.org/10.1016/j.engstruct.2010.05.023. DOI |
12 | Borzouie, J., Macrae, G.A., Chase, J.G., Rodgers, G.W. and Clifton, G.C. (2015), "Experimental studies on cyclic performance of column base weak axis aligned asymmetric friction connection", J. Constr. Steel Res., 112, 252-262. https://doi.org/10.1016/j.jcsr.2015.05.007. DOI |
13 | Golzar, F.G., Rodgers, G.W. and Chase, J.G. (2018b), "Nonlinear spectral analysis for structures with re-centring D3 viscous dissipaters", J. Earthq. Eng., 24(10), 1530-1546. https://doi.org/10.1080/13632469.2018.1466742. DOI |
14 | Zizouni, K., Fali, L., Sadek, Y. and Bousserhane, I.K. (2019), "Neural network control for earthquake structural vibration reduction using MRD", Front. Struct. Civil Eng., 13, 1171-1182. https://doi.org/10.1007/s11709-019-0544-4. DOI |
15 | Solberg, K., Mashiko, N., Mander, J.B. and Dhakal, R.P. (2009), "Performance of a damage-protected highway bridge pier subjected to bidirectional earthquake attack", J. Struct. Eng., 135(5), 469-478. https://doi.org/10.1061/(ASCE)0733-9445(2009)135:5(469). DOI |
16 | Chase, J.G., Barroso, L.R. and Hunt, S. (2004b), "A semi-active acceleration-based control for seismically excited civil structures including control input impulses", Struct. Eng. Mech., 18(3), 287-301. https://doi.org/10.12989/sem.2004.18.3.287. DOI |
17 | Chase, J.G., Mulligan, K.J., Gue, A., Alnot, T., Rodgers, G., Mander, J.B., Elliott, R., Deam, B., Cleeve, L. and Heaton, D. (2006), "Re-shaping hysteretic behaviour using semi-active resettable device dampers", Eng. Struct., 28(10), 1418-1429. https://doi.org/10.1016/j.engstruct.2006.01.011. DOI |
18 | Chen, X., Li, J., Li, Y. and Gu, X. (2016), "Lyapunov-based semi-active control of adaptive base isolation system employing magnetorheological elastomer base isolators", Earthq. Struct., 11(6), 1077-1099. https://doi.org/10.12989/eas.2016.11.6.1077. DOI |
19 | Hazaveh, N., Rodgers, G., Chase, J. and Pampanin, S. (2017a), "Reshaping structural hysteresis response with semi-active viscous damping", B. Earthq. Eng., 15(4), 1789-1806. https://doi.org/10.1007/s10518-016-0036-z. DOI |
20 | Hazaveh, N.K., Rodgers, G.W., Chase, J.G. and Pampanin, S. (2017b), "Experimental test and validation of a direction-and displacement-dependent viscous damper", J. Eng. Mech., 143(11), 04017132. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001354. DOI |
21 | Chen, X.Q., Chase, J.G., Mulligan, K.J., Rodgers, G.W. and Mander, J.B. (2008), "Novel controllable semiactive-devices for reshaping structural response", IEEE T. Mechatron., 13(6), 647-657. https://doi.org/10.1109/TMECH.2008.2003958. DOI |
22 | Corman, S., Macrae, G.A., Rodgers, G.W. and Chase, J.G. (2012b), "Nonlinear design and sizing of semi-active resetable dampers for seismic performance", Eng. Struct., 39, 139-147. https://doi.org/10.1016/j.engstruct.2012.01.015. DOI |
23 | Rodgers, G.W., Mander, J.B., Chase, J.G., Mulligan, K.J., Deam, B.L. and Carr, A. (2007b), "Re-shaping hysteretic behaviour - spectral analysis and design equations for semi-active structures", Earthq. Eng. Struct. Dynam., 36(1), 77-100. https://doi.org/10.1002/eqe.624. DOI |
24 | Mander, T.J., Rodgers, G.W., Chase, J.G., Mander, J.B., Macrae, G.A. and Dhakal, R.P. (2009), "Damage avoidance design steel beam-column moment connection using high-force-to-volume dissipators", J. Struct. Eng., 135(11), 1390-1397. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000065. DOI |
25 | Rodgers, G.W., Solberg, K.M., Mander, J.B., Chase, J.G., Bradley, B.A. and Dhakal, R.P. (2012b), "High-force-to-volume seismic dissipators embedded in a jointed precast concrete frame", J. Struct. Eng., 138(3), 375-386. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000329. DOI |
26 | Hadidi, A., Azar, B.F. and Shirgir, S. (2019), "Reliability assessment of semi-active control of structures with MR damper", Earthq. Struct., 17(2), 131-141. https://doi.org/10.12989/eas.2019.17.2.131. DOI |
27 | Corman, S., Chase, J.G., Macrae, G.A. and Rodgers, G.W. (2012a), "Development and spectral analysis of an advanced diamond shaped resetable device control law", Eng. Struct., 40, 1-8. https://doi.org/10.1016/j.engstruct.2012.02.013. DOI |
28 | Erramouspe, J., Kiousis, P.D., Christenson, R. and Vincent, T. (2007), "A resetting stiffness dynamic controller and its bench-scale implementation", Eng. Struct., 29(10), 2602-2610. https://doi.org/10.1016/j.engstruct.2007.01.014. DOI |
29 | Etedali, S., Tavakoli, S. and Sohrabi, M.R. (2016), "Design of a decoupled PID controller via MOCS for seismic control of smart structures", Earthq. Struct., 10(5), 1067-1087. https://doi.org/10.12989/eas.2016.10.5.1067. DOI |
30 | Golzar, F.G., Rodgers, G.W. and Chase, J.G. (2017), "Nonlinear spectral design analysis of a structure for hybrid self-centring device enabled structures", Struct. Eng. Mech., 61(6), 701-709. https://doi.org/10.12989/sem.2017.61.6.701. DOI |
31 | Caterino, N., Spizzuoco, M. and Occhiuzzi, A. (2015), "Shaking table testing of a steel frame structure equipped with semi-active MR dampers: comparison of control algorithms", Smart Struct. Syst., 15(4), 963-995. http://dx.doi.org/10.12989/sss.2015.15.4.963. DOI |
32 | Vamvatsikos, D. and Cornell, C.A. (2002), "Incremental dynamic analysis", Earthq. Eng. Struct. Dynam., 31(3), 491-514. https://doi.org/10.1002/eqe.141. DOI |
33 | Solberg, K.M., Dhakal, R.P., Mander, J.B. and Bradley, B.A. (2008), "Computational and rapid expected annual loss estimation methodologies for structures", Earthq. Eng. Struct. Dynam., 37(1), 81-101. https://doi.org/10.1002/eqe.746. DOI |
34 | Standards New Zealand (2004), Structural Design Actions Part 5 Earthquake Actions - New Zealand, NZS1170.5:2004, New Zealand. |
35 | Sun, S.S., Deng, H.X., Du, H.P., Li, W.H., Yang, J., Liu, G.P., Alici, G. and Yan, T.H. (2015), "A compact variable stiffness and damping shock absorber for vehicle suspension", IEEE T. Mechatron., 20(5), 2621-2629. https://doi.org/10.1109/TMECH.2015.2406319. DOI |
36 | Vishnupriya, V., Chase, J.G., Rodgers, G. and Zhou, C. (2020), "Finite element method for designing HF2V device force capacity", 2020 NZSEE Annual Tech. Conf., April, Wellington, New Zealand. |
37 | Yang, J.N., Bobrow, J., Jabbari, F., Leavitt, J., Cheng, C.P. and Lin, P.Y. (2007), "Full-scale experimental verification of resetable semi-active stiffness dampers", Earthq. Eng. Struct. Dynam., 36(9), 1255-1273. https://doi.org/10.1002/eqe.681. DOI |
38 | Golzar, F.G., Rodgers, G.W. and Chase, J.G. (2018a), "Design and experimental validation of a re-centring viscous dissipater", Struct., 13, 193-200. https://doi.org/10.1016/j.istruc.2017.12.008. DOI |
39 | Han, S.W. and Chopra, A.K. (2006), "Approximate incremental dynamic analysis using the modal pushover analysis procedure", Earthq. Eng. Struct. Dynam., 35(15), 1853-1873. https://doi.org/10.1002/eqe.605. DOI |
40 | Hazaveh, N.K., Chase, J.G., Rodgers, G.W., Pampanin, S. and Kordani, R. (2020), "Seismic behavior of a self-centering system with 2-4 viscous damper", J. Earthq. Eng., 24(3), 470-484. https://doi.org/10.1080/13632469.2018.1453415. DOI |
41 | Kakavand, M.R.A. and Allahvirdizadeh, R. (2019), "Enhanced empirical models for predicting the drift capacity of less ductile RC columns with flexural, shear, or axial failure modes", Front. Struct. Civil Eng., 13(5), 1251-1270. https://doi.org/10.1007/s11709-019-0554-2. DOI |
42 | Hormozabad, S.J. and Ghorbani-Tanha, A.K. (2020), "Semi-active fuzzy control of lali cable-stayed bridge using MR dampers under seismic excitation", Front. Struct. Civil Eng., 14, 706-721. https://doi.org/10.1007/s11709-020-0612-9. DOI |
43 | Lin, C.C., Lu, L.Y., Lin, G.L. and Yang, T.W. (2010), "Vibration control of seismic structures using semi-active friction multiple tuned mass dampers", Eng. Struct., 32(10), 3404-3417. https://doi.org/10.1016/j.engstruct.2010.07.014. DOI |
44 | Hazaveh, N.K., Rodgers, G.W., Chase, J.G. and Pampanin, S. (2018b), "Passive direction displacement dependent damping (D3) device", B. New Zealand Soc. Earthq. Eng., 51(2), 105-112. https://doi.org/10.5459/bnzsee.51.2.105-112. DOI |
45 | Mulligan, K.J., Chase, J.G., Mander, J.B., Rodgers, G.W. and Elliott, R.B. (2010), "Nonlinear models and validation for resetable device design and enhanced force capacity", Struct. Health Monit., 17(3), 301-316. https://doi.org/10.1002/stc.298. DOI |
46 | Ozbulut, O.E. and Hurlebaus, S. (2011), "Re-centering variable friction device for vibration control of structures subjected to near-field earthquakes", Mech. Syst. Signal Process., 25(8), 2849-2862. https://doi.org/10.1016/j.ymssp.2011.04.017. DOI |
47 | Labbe, P. (2019), "Should we go ahead with the response spectrum?", Pure Appl. Geophys., 177(5), 2411-2420. https://doi.org/10.1007/s00024-019-02346-6. DOI |
48 | Fitzjohn, J., Zhou, C. and Chase, J.G. (2020), "A combined SHM/IDA method for assessing collapse capacity and risk in subsequent ground motions", J. Civil Struct. Health Monit., 10, 17-28. https://doi.org/10.1007/s13349-019-00366-3. DOI |
49 | Dhakal, R.P., Mander, J.B. and Mashiko, N. (2006), "Identification of critical ground motions for seismic performance assessment of structures", Earthq. Eng. Struct. Dynam., 35(8), 989-1008. https://doi.org/10.1002/eqe.568. DOI |
50 | Hazaveh, N.K., Rad, A.A., Rodgers, G.W., Chase, J.G., Pampanin, S. and Ma, Q.T. (2018a), "Shake table testing of a low damage steel building with 2-4 displacement dependent (D3) viscous damper", Key Eng. Mater., 763, 331-338. https://doi.org/10.4028/www.scientific.net/KEM.763.331. DOI |
51 | Latham, A.D., Reay, A.M. and Pampanin, S. (2013), "Kilmore street medical centre: Application of a post-tensioned steel rocking system", Proc. Steel Innov. Conf., Christchurch, New Zealand. |
52 | Rodgers, G.W., Mander, J.B. and Chase, J.G. (2011), "Semi-explicit rate-dependent modeling of damage-avoidance steel connections using HF2V damping devices", Earthq. Eng. Struct. Dynam., 40(9), 977-992. https://doi.org/10.1002/eqe.1073 DOI |
53 | Mander, J.B., Dhakal, R.P., Mashiko, N. and Solberg, K.M. (2007), "Incremental dynamic analysis applied to seismic financial risk assessment of bridges", Eng. Struct., 29(10), 2662-2672. https://doi.org/10.1016/j.engstruct.2006.12.015. DOI |
54 | Mulligan, K.J., Chase, J.G., Mander, J.B., Rodgers, G.W., Elliott, R.B., Franco-Anaya, R. and Carr, A.J. (2009), "Experimental validation of semi-active resetable actuators in a 1/5th scale test structure", Earthq. Eng. Struct. Dynam., 38(4), 517-536. https://doi.org/10.1002/eqe.868. DOI |
55 | Ozbulut, O.E., Bitaraf, M. and Hurlebaus, S. (2011), "Adaptive control of base-isolated structures against near-field earthquakes using variable friction dampers", Eng. Struct., 33(12), 3143-3154. https://doi.org/10.1016/j.engstruct.2011.08.022. DOI |
56 | Jabbari, F. and Bobrow, J.E. (2002), "Vibration suppression with a resetable device", J. Eng. Mech., 128(9), 916-924. https://doi.org/10.1061/(ASCE)0733-9399(2002)128:9(916). DOI |
57 | Pekcan, G., Mander, J.B. and Chen, S.S. (1999), "Fundamental considerations for the design of non-linear viscous dampers", Earthq. Eng. Struct. Dynam., 28(11), 1405-1425. https://doi.org/10.1002/(SICI)1096-9845(199911)28:11%3C1405::AID-EQE875%3E3.0.CO;2-A. DOI |
58 | Rodgers, G., Chase, J., Mulligan, K., Mander, J. and Elliott, R. (2009), "Customising semi-active resetable device behaviour for abating seismic structural response", B. New Zealand Soc. Earthq. Eng., 42(3), 147-156. https://doi.org/10.5459/bnzsee.42.3.147-156. DOI |
59 | Rodgers, G.W., Chase, J.G., Mander, J.B., Leach, N.C. and Denmead, C.S. (2007a), "Experimental development, tradeoff analysis and design implementation of high force-to-volume damping technology", B. New Zealand Soc. Earthq. Eng., 40(2), 35-48. https://doi.org/10.5459/bnzsee.40.2.35-48. DOI |
60 | Rodgers, G., Solberg, K., Chase, J., Mander, J., Bradley, B., Dhakal, R. and Li, L. (2008a), "Performance of a damage-protected beam-column subassembly utilizing external HF2V energy dissipation devices", Earthq. Eng. Struct. Dynam., 37(13), 1549-1564. https://doi.org/10.1002/eqe.830. DOI |
61 | Rodgers, G.W., Mander, J.B., Chase, J.G., Dhakal, R.P., Leach, N.C. and Denmead, C.S. (2008b), "Spectral analysis and design approach for high force-to-volume extrusion damper-based structural energy dissipation", Earthq. Eng. Struct. Dynam., 37(2), 207-223. https://doi.org/10.1002/eqe.752. DOI |
62 | Vishnupriya, V., Rodgers, G., Mander, J. and Chase, J. (2018), "Precision design modelling of HF2V devices", Struct., 14, 243-250. https://doi.org/10.1016/j.istruc.2018.03.007. DOI |
63 | Trifunac, M.D. (2012), "Earthquake response spectra for performance based design-A critical review", Soil Dynam. Earthq. Eng., 37, 73-83. https://doi.org/10.1016/j.soildyn.2012.01.019. DOI |
64 | Yu, Y., Royel, S., Li, J., Li, Y. and Ha, Q. (2016), "Magnetorheological elastomer base isolator for earthquake response mitigation on building structures: modeling and second-order sliding mode control", Earthq. Struct., 11(6), 943-966. http://dx.doi.org/10.12989/eas.2016.11.6.943. DOI |
65 | Rodgers, G., Denmead, C., Leach, N., Chase, J. and Mander, J. (2006), "Spectral evaluation of high force-volume lead dampers for structural response reduction", Proc. New Zealand Soc. Earthq. Eng., Annual Conference (NZSEE 2006), March, Napier, New Zealand. |
66 | Rodgers, G.W., Chase, J.G., Roland, T. and Macrae, G.A. (2012a), "Spectral analysis for a semi-active-passive net-zero base-shear design concept", Earthq. Eng. Struct. Dynam., 41(8), 1207-1216. https://doi.org/10.1002/eqe.1177. DOI |
67 | Rodgers, G.W., Mander, J.B., Chase, J.G., Mulligan, K.J., Deam, B. and Carr, A.J. (2006b), "Re-shaping hysteretic behaviour using resetable devices to customise structural response and forces", 8th US Nation. Conf. Earthq. Eng., April, San Francisco, CA, U.S.A. |
68 | Shannon, T., Borzouie, J. and Pampanin, S. (2020), "The low-damage design of hybrid concrete rocking walls for Turanga Library, Christchurch, New Zealand", SESOC J., 33(1), 74-83. https://search.informit.org/doi/10.3316/informit.171907811454605. DOI |
69 | Sommerville, P., Smith, N., Punyamurthula, S. and Sun, J. (1997), "Development of ground motion time histories for phase II of the FEMA/SAC steel project", SAC Background Document Report, SAC/BD-97/04. |