Numerical methodology for dynamic analysis of buildings with friction dampers
DOI:
https://doi.org/10.5459/bnzsee.49.3.245-266Abstract
A number of studies on using friction based energy dissipation system for seismic protection of the building have been published in the recent past. The studies show that numerical approximation of the effectiveness of the friction based energy dissipation system depends on the accurate solution of the relevant nonlinear equations of motion. The available numerical models to idealize the behaviour of friction dampers can be categorized into equivalent linearization method, approximation by rigid-perfectly plastic hysteric model and stick-slide condition model. However, it has been observed that the minimum difference in relative velocity or non-identification of exact time of phase transition from stick to slide condition results in a noticeably high fluctuation of relative velocity in the stick-slide model.
To identify the exact time for phase transition, this paper presents a numerical methodology for dynamic analysis of buildings with friction damper, leading to improved accuracy of solutions of equations of motion. The mathematical formulation and solution procedure of the proposed methodology has been presented in detail in this paper. The results obtained have been validated with examples from published literature. The response of single degree of freedom (SDOF) system with friction device when subjected to nine different ground motions are presented. The selected ground motion encompasses three ground motions each from soft soil, medium soil and hard soil to evaluate the likely response of the structure under the likely range of expected ground motion characteristics. The spectral variation with reference to pretension force has been investigated and presented. The results indicate that for a particular range of pretension force, beyond a particular stiffness ratio, the reduction in spectral response of the damper added system is independent of frequency of the SDOF system, which shows the robustness of friction devices.
References
Pall AS, Marsh C and Fazio P (1980). “Friction joints for seismic control of large panel structures”. Journal of Prestressed Concrete Institute, 25(6), 38-61.
Pall AS and Marsh C (1981). “Friction damped concrete shear walls”. Journal of American Concrete Institute, 78, 187-193.
Pall AS and Marsh C (1982). “Response of friction damped braced frames”. Journal of Structural Division, ASCE, 108(6), 1313-1323.
Pall AS (1983). “Friction devices for aseismic design of buildings”. Proceedings of the 4th Canadian Conference on Earthquake Engineering, Vancouver, Canada, 475-484.
Filiatrault A and Cherry S (1987). “Performance evaluation of friction damped braced steel frames under simulated earthquake loads”. Earthquake Spectra, 3(1), 57-78. DOI: https://doi.org/10.1193/1.1585419
Filiatrault A and Cherry S (1988). “Comparative performance of friction-damped systems and base isolation systems for earthquake retrofit and aseismic design”. Earthquake Engineering and Structural Dynamics, 16(3), 389-416. DOI: https://doi.org/10.1002/eqe.4290160308
Filiatrault A and Cherry S (1990). “Seismic design spectra for friction-damped structures”. Journal of Structural Engineering, 116(5), 1334-1355. DOI: https://doi.org/10.1061/(ASCE)0733-9445(1990)116:5(1334)
Filiatrault A and Cherry S (1990). “Seismic design spectra for friction-damped structures”. Journal of Structural Engineering, 116(5), 1334-1355. DOI: https://doi.org/10.1061/(ASCE)0733-9445(1990)116:5(1334)
Moreschi LM (2000). “Seismic Design of Energy Dissipation Systems for Optimal Structural Performance”. Ph.D. Thesis, Virginia Polytechnic Institute and State University, Blacksburg, Virginia.
Asahina D, Bolander JE and Berton S (2004). “Design optimization of passive devices in multi-degree of freedom structures”. 13th World Conference on Earthquake Engineering, Vancouver, BC, Canada, Paper no. 1600.
FitzGerald TF, Anagnos T, Goodson M and Zsutty T (1989). “Slotted bolted connection in aseismic design for concentrically braced connections”. Earthquake Spectra, 5(2), 383-391. DOI: https://doi.org/10.1193/1.1585528
Grigorian CE, Yang TS and Popov EP (1993). “Slotted bolted connection energy dissipators”. Earthquake Spectra, 9(3), 491-504. DOI: https://doi.org/10.1193/1.1585726
Dimova S, Meskouris K and Kratzig WB (1995). “Numerical technique for dynamic analysis of structures with friction devices”. Earthquake Engineering and Structural Dynamics, 24,881-898. DOI: https://doi.org/10.1002/eqe.4290240607
Levy R, Marianchik E, Rutenberg A and Segal F (2001). “A simple approach to the seismic design of friction damped braced medium-rise frames”. Engineering Structures, 23, 250-259. DOI: https://doi.org/10.1016/S0141-0296(00)00039-0
Martinez-Rueda JK (2002). “On the evolution of energy dissipation devices for seismic design”. Earthquake Spectra, 18(2), 309-346. DOI: https://doi.org/10.1193/1.1494434
Housner GW, Bergman LA, Caughey TK, Chassiakos AG, Claus RO,Masri SF, Skelton RE, Soong TT, Spencer BF and Yao JTP (1997). “Structural control: past, present, and future”. Journal of Engineering Mechanics, 123(9), 897-971. DOI: https://doi.org/10.1061/(ASCE)0733-9399(1997)123:9(897)
Iwan WD and Gates NC (1979). “Estimating earthquake response of simple hysteretic structures”. Journal of Engineering Mechanics Division, ASCE, 105(3), 391-405.
Wen YK (1976). “Method for random vibration of hysteretic systems”. Journal of Engineering Mechanics Division, ASCE, 102(2), 249-263.
Mostaghel N and Tanbakuchi J (1983). “Response of sliding structures to harmonic support motion”. Earthquake Engineering and Structural Dynamics, 11, 729-748. DOI: https://doi.org/10.1002/eqe.4290110603
Pranesh M and Sinha R (2000). “VFPI: An isolation device for aseismic design”. Earthquake Engineering Structural Dynamics, 29, 603-627. DOI: https://doi.org/10.1002/(SICI)1096-9845(200005)29:5<603::AID-EQE927>3.0.CO;2-W
De La Cruz S, Lopez-Almansa F and Taylor C (2004). “Shaking table tests of steel frames equipped with friction dissipators and subjected to earthquake loads”. 13th World Conference on Earthquake Engineering, Vancouver, B. C., Canada, Paper no. 1525.
Dimova S, Meskouris K and Kratzig WB (1995). “Numerical technique for dynamic analysis of structures with friction devices”. Earthquake Engineering and Structural Dynamics, 24, 881-898. DOI: https://doi.org/10.1002/eqe.4290240607
Levy R, Marianchik E, Rutenberg A and Segal F (2001). “A simple approach to the seismic design of friction damped braced medium-rise frames”. Engineering Structures, 23, 250-259. DOI: https://doi.org/10.1016/S0141-0296(00)00039-0
Lu LY, Chung LL, Wu LY and Lin GL (2006). “Dynamic analysis of structures with friction devices using discrete-time state-space formulation”. Computers and Structure, 84, 1049–1071 DOI: https://doi.org/10.1016/j.compstruc.2005.12.005
Pall AS and Marsh C (1980). “Optimum seismic resistance of large panel structures”. Proc. 7th World Conference on Earthquake Engineering, Istanbul, Vol. 4, 177-184
Wakabayashi M , Fudjiwara T, Nakamura T and Basotov T (1982). “Experimental and analytical responses of isolated structures”. Proc. 7th European Conference on Earthquake Engineering, Athens, Vol. 4, 463-470
Filiatrault A, Cherry S (1986). “Tests of the behavior of friction dampers in braced steel frames”. Proc. 8th European Conference on Earthquake Engineering, Lisbon, Vol. 5, 85/41-481.
Grigorian CE and Popov E (1993). “Slotted bolted connections for energy dissipation”. Proc. ATC-17-I seminar on base isolation and passive energy dissipation, San Francisco, Vol. 3, 545-556
Aiken ID and Kelly JM (1990). “Earthquake simulator testing and analytical studies of two energy absorbing systems for multistory structures”. Report No. UCB/EERC-90/03, Earthquake Engineering Research Center, University of California, Berkeley, CA
Juhasova E and Oprcal M (1986). “Some problems of efficiency of seismic sliding isolation systems”. Proc. 8th European conference on earthquake engineering, Lisbon, Vol. 5, 84/17-23.
Mostaghel N and Tanbakuchi J (1983). “Response of sliding structures to earthquake support motion”. Earthquake Engineering and Structural Dynamics, 11, 729-748. DOI: https://doi.org/10.1002/eqe.4290110603
Mostaghel N and Khodaverdian M (1987). “Dynamics of resilient friction base isolator (R-FBI)”. Earthquake Engineering and Structural Dynamics, 15,379-390. DOI: https://doi.org/10.1002/eqe.4290150307
Su L, Ahmadi G and Tadjbakhsh I (1989). “A comparative study of performances of various base isolation systems. Part I: Shear beam structures”. Earthquake Engineering and Structural Dynamics, 18, 11-32.
Feldstein A and Goodman R (1973). “Numerical solution of ordinary and retarded differential equations with discontinuous derivatives”. Numerische Mathematik, 21, 1-13.
Bhatti MA and Pister KS (1981). “Transient Response Analysis of Structural Systems with Nonlinear Behavior". Computers and Structures, 13, 181-188. DOI: https://doi.org/10.1016/0045-7949(81)90124-3
Swain SS and Patro SK (2015). “Seismic Protection of Soft Storey Buildings using Energy Dissipation Device”. Advances in Structural Engineering: Dynamics, Vol-2, 1311-1338
Chopra AK (2001). “Dynamics of Structures: Theory and Applications to Earthquake Engineering”. 2nd edition, Prentice Hall, New Delhi, 844pp.