Skip to main content

Advertisement

Log in

Towards realistic minimum-cost optimization of viscous fluid dampers for seismic retrofitting

  • Original Research Paper
  • Published:
Bulletin of Earthquake Engineering Aims and scope Submit manuscript

Abstract

This paper presents an effective approach for achieving minimum cost designs for seismic retrofitting using viscous fluid dampers. A new and realistic retrofitting cost function is formulated and minimized subject to constraints on inter-story drifts at the peripheries of frame structures. The components of the new cost function are related to both the topology and to the sizes of the dampers. This constitutes an important step forward towards a realistic definition of the optimal retrofitting problem. The optimization problem is first posed and solved as a mixed-integer problem. To improve the efficiency of the solution scheme, the problem is then re-formulated and solved by nonlinear programming using only continuous variables. Material interpolation techniques, that have been successfully applied in topology optimization and in multi-material optimization, play a key role in achieving practical final design solutions with a reasonable computational effort. Promising results attained for 3-D irregular frames are presented and compared with those achieved using genetic algorithms.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14
Fig. 15
Fig. 16

Similar content being viewed by others

References

  • Agrawal AK, Yang JN (1999) Optimal placement of passive dampers on seismic and wind-excited buildings using combinatorial optimization. J Intell Mater Syst Struct 10(12):997–1014

    Article  Google Scholar 

  • Aguirre JJ, Almazán JL, Paul CJ (2013) Optimal control of linear and nonlinear asymmetric structures by means of passive energy dampers. Earthq Eng Struct Dyn 42(3):377–395

    Article  Google Scholar 

  • Almazán JL, de la Llera JC (2009) Torsional balance as new design criterion for asymmetric structures with energy dissipation devices. Earthq Eng Struct Dyn 38(12):1421–1440

    Article  Google Scholar 

  • Avishur M, Lavan O (2010) Seismic behavior of passively controlled frames under structural uncertainties. In: Structures congress, Orlando, Florida

  • Bendsøe MP (1989) Optimal shape design as a material distribution problem. Struct Optim 1(4):193–202

    Article  Google Scholar 

  • Bendsøe MP, Sigmund O (2003) Topology optimization: theory, methods and applications. Springer, Berlin

    Google Scholar 

  • Bigdeli K, Hare W, Nutini J, Tesfamariam S (2015) Optimizing damper connectors for adjacent buildings.arXiv preprint arXiv:1511.02182

  • Charmpis DC, Komodromos P, Phocas MC (2012) Optimized earthquake response of multi-storey buildings with seismic isolation at various elevations. Earthq Eng Struct Dyn 41(15):2289–2310

    Google Scholar 

  • Cheney EW, Goldstein AA (1959) Newton’s method for convex programming and Tchebycheff approximation. Numer Math 1(1):253–268

    Article  Google Scholar 

  • Christopoulos C, Filiatrault A, Bertero VV (2006) Principles of passive supplemental damping and seismic lsolation. IUSS Press, Pavia

    Google Scholar 

  • Civicioglu P (2013) Backtracking search optimization algorithm for numerical optimization problems. Appl Math Comput 219(15):8121–8144

    Article  Google Scholar 

  • Constantinou MC, Soong TT, Dargush GF (1998) Passive energy dissipation systems for structural design and retrofit. Multidisciplinary Center for Earthquake Engineering Research Buffalo, New York

    Google Scholar 

  • Constantinou MC, Symans MD (1992) Experimental and analytical investigation of seismic response of structures with supplemental fluid viscous dampers. National Center for Earthquake Engineering Research, Taipei

    Google Scholar 

  • Dargush GF, Sant RS (2005) Evolutionary aseismic design and retrofit of structures with passive energy dissipation. Earthq Eng Struct Dyn 34(13):1601–1626

    Article  Google Scholar 

  • Eschenauer HA, Olhoff N (2001) Topology optimization of continuum structures: a review. Appl Mech Rev 54(4):331–390

    Article  Google Scholar 

  • García M, de la Llera JC, Almazán JL (2007) Torsional balance of plan asymmetric structures with viscoelastic dampers. Eng Struct 29(6):914–932

    Article  Google Scholar 

  • Gidaris I, Taflanidis AA (2015) Performance assessment and optimization of fluid viscous dampers through life-cycle cost criteria and comparison to alternative design approaches. Bull Earthq Eng 13(4). doi:10.1007/s10518-014-9646-5

    Article  Google Scholar 

  • Goel RK (1998) Effects of supplemental viscous damping on seismic response of asymmetric-plan systems. Earthq Eng Struct Dyn 27(2):125–141

    Article  Google Scholar 

  • Goel RK (2000) Seismic behaviour of asymmetric buildings with supplemental damping. Earthq Eng Struct Dyn 29(4):461–480

    Article  Google Scholar 

  • Guest JK, Prévost JH, Belytschko T (2004) Achieving minimum length scale in topology optimization using nodal design variables and projection functions. Int J Numer Methods Eng 61(2):238–254

    Article  Google Scholar 

  • Hvejsel CF, Lund E (2011) Material interpolation schemes for unified topology and multi-material optimization. Struct Multidiscip Optim 43(6):811–825

    Article  Google Scholar 

  • Kanno Y (2013) Damper placement optimization in a shear building model with discrete design variables: a mixed-integer second-order cone programming approach. Earthq Eng Struct Dyn 42(11):1657–1676

    Article  Google Scholar 

  • Kelley JE Jr (1960) The cutting-plane method for solving convex programs. J Soc Ind Appl Math 8(4):703–712

    Article  Google Scholar 

  • Kim J, Bang S (2002) Optimum distribution of added viscoelastic dampers for mitigation of torsional responses of plan-wise asymmetric structures. Eng Struct 24(10):1257–1269

    Article  Google Scholar 

  • Lavan O (2012) On the efficiency of viscous dampers in reducing various seismic responses of wall structures. Earthq Eng Struct Dyn 41(12):1673–1692

    Article  Google Scholar 

  • Lavan O (2015) Optimal design of viscous dampers and their supporting memebers for the seismic retrofitting of 3D irregular frame structures. J Struct Eng

  • Lavan O, Amir O (2014) Simultaneous topology and sizing optimization of viscous dampers in seismic retrofitting of 3D irregular frame structures. Earthq Eng Struct Dyn 43:1325–1342

    Article  Google Scholar 

  • Lavan O, Dargush GF (2009) Multi-objective evolutionary seismic design with passive energy dissipation systems. J Earthq Eng 13(6):758–790

    Article  Google Scholar 

  • Lavan O, Levy R (2005) Optimal design of supplemental viscous dampers for irregular shear-frames in the presence of yielding. Earthq Eng Struct Dyn 34(8):889–907

    Article  Google Scholar 

  • Lavan O, Levy R (2006) Optimal peripheral drift control of 3D irregular framed structures using supplemental viscous dampers. J Earthq Eng 10(6):903–923

    Google Scholar 

  • Lavan O, Levy R (2009) Simple iterative use of Lyapunov’s solution for the linear optimal seismic design of passive devices in framed buildings. J Earthq Eng 13(5):650–666

    Article  Google Scholar 

  • Levy R, Lavan O (2006) Fully stressed design of passive controllers in framed structures for seismic loadings. Struct Multidiscip Optim 32(6):485–498

    Article  Google Scholar 

  • Lin WH, Chopra AK (2001) Understanding and predicting effects of supplemental viscous damping on seismic response of asymmetric one-storey systems. Earthq Eng Struct Dyn 30(10):1475–1494

    Article  Google Scholar 

  • Lin WH, Chopra AK (2003a) Asymmetric one-storey elastic systems with non-linear viscous and viscoelastic dampers: earthquake response. Earthq Eng Struct Dyn 32(4):555–577

    Article  Google Scholar 

  • Lin WH, Chopra AK (2003b) Asymmetric one-storey elastic systems with non-linear viscous and viscoelastic dampers: simplified analysis and supplemental damping system design. Earthq Eng Struct Dyn 32(4):579–596

    Article  Google Scholar 

  • Lopez Garcia D, Soong TT (2002) Efficiency of a simple approach to damper allocation in MDOF structures. J Struct Control 9(1):19–30

    Article  Google Scholar 

  • Miguel LFF, Fadel Miguel LF, Lopez RH (2014) A firefly algorithm for the design of force and placement of friction dampers for control of man-induced vibrations in footbridges. Optim Eng 16(3):633–661

    Article  Google Scholar 

  • Miguel LFF, Miguel LFF, Lopez RH (2015) Simultaneous optimization of force and placement of friction dampers under seismic loading. Eng Optim 1. doi:10.1080/0305215X.2015.1025774

  • National Information Service for Earthquake Engineering - University of California, Berkeley. 10 pairs of horizontal ground motions for Los Angeles with a probability of exceedence of 10% in 50 years. http://nisee.berkeley.edu/data/strong_motion/sacsteel/motions/la10in50.zip

  • Pollini N, Lavan O, Amir O (2014) Towards realistic minimum-cost seismic retrofitting of 3D irregular frames using viscous dampers of a limited number of size groups. In: Proceedings of the second European conference on earthquake engineering and seismology, Istanbul, Turkey

  • Shin H, Singh M (2014) Minimum failure cost-based energy dissipation system designs for buildings in three seismic regions—part I: elements of failure cost analysis. Eng Struct 74:266–274

    Article  Google Scholar 

  • Shin H, Singh M (2014) Minimum failure cost-based energy dissipation system designs for buildings in three seismic regions—part II: application to viscous dampers. Eng Struct 74:275–282

    Article  Google Scholar 

  • Singh MP, Moreschi LM (2001) Optimal seismic response control with dampers. Earthq Eng Struct Dyn 30(4):553–572

    Article  Google Scholar 

  • Soong TT, Dargush GF (1997) Passive energy dissipation systems in structural engineering. Wiley, New York

    Google Scholar 

  • Stolpe M, Svanberg K (2001) An alternative interpolation scheme for minimum compliance topology optimization. Struct Multidiscip Optim 22(2):116–124

    Article  Google Scholar 

  • Takewaki I (2011) Building control with passive dampers: optimal performance-based design for earthquakes. Wiley, New York

    Google Scholar 

  • Takewaki I, Yoshitomi S, Uetani K, Tsuji M (1999) Non-monotonic optimal damper placement via steepest direction search. Earthq Eng Struct Dyn 28(6):655–670

    Article  Google Scholar 

  • Taylor D (2014) Personal comunication

  • Tso WK, Yao S (1994) Seismic load distribution in buildings with eccentric setback. Can J Civil Eng 21(1):50–62

    Article  Google Scholar 

  • Wu B, Ou JP, Soong TT (1997) Optimal placement of energy dissipation devices for three-dimensional structures. Eng Struct 19(2):113–125

    Article  Google Scholar 

  • Yang XS (2008) Nature-inspired metaheuristic algorithms, 1st edn. Luniver Press, London

    Google Scholar 

  • Zhang RH, Soong TT (1992) Seismic design of viscoelastic dampers for structural applications. J Struct Eng 118(5):1375–1392

    Article  Google Scholar 

Download references

Acknowledgments

The authors are grateful to the anonymous reviewers for their helpful comments.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Nicolò Pollini.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Pollini, N., Lavan, O. & Amir, O. Towards realistic minimum-cost optimization of viscous fluid dampers for seismic retrofitting. Bull Earthquake Eng 14, 971–998 (2016). https://doi.org/10.1007/s10518-015-9844-9

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10518-015-9844-9

Keywords

Navigation