ORIGINAL ARTICLE
Vibration Control Devices for Building Structures and Installation Approach: A Review
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1
Department of Civil Engineering, Southeast University, Nanjing, China
 
2
Department of Computer Science, Comsats University Islamabad, Abbottabad Campus
 
 
Online publication date: 2019-10-30
 
 
Publication date: 2019-06-01
 
 
Civil and Environmental Engineering Reports 2019;29(2):74-100
 
KEYWORDS
ABSTRACT
Retrofit and structural design with vibration control devices have been proven repeatedly to be feasible seismic hazard mitigation approach. To control the structural response; supplemental energy dissipation devices have been most commonly used for energy absorption. The passive control system has been successfully incorporated in mid to high rise buildings as an appropriate energy absorbing system to suppress seismic and wind-induced excitation. The considerable theses that are highlighted include vibration control devices, the dynamic behavior of devices; energy dissipation mechanism, devices installation approach and building guidelines for structural analysis and design employing vibration control devices also, design concern that is specific to building with vibration control devices. The following four types of supplemental damping devices have been investigated in this review: metallic devices, friction devices, viscous fluid devices, and viscoelastic devices. Although numerous devices installation techniques available, more precisely, devices installation approaches have been reviewed in this paper, including Analysis and Redesign approach (Lavan A/R), standard placement approach, simplified sequential search algorithm, and Takewaki approach.
REFERENCES (104)
1.
Federal Emergency Management Agency (FEMA) 1997.NEHRP guidelines for the seismic rehabilitation of buildings. Building Seismic Council, Washington, DC. Reports No. 273 and 274.
 
2.
Kelly, JM, Skinner, RI and Heine, AJ 1972. Mechanism of Energy Absorption in Special Devices for Use in Earthquake Resistant Structures. Bulletin of N.Z.Society for Eartquake Engineering 5(3).
 
3.
Constantinou, MC and Symans, MD 1993. Seismic response of structures with supplemental damping. The Structural Design of Tall Buildings 2, 77-92.
 
4.
Hanson, RD 1993. Supplemental Damping for Improved Seismic Performance. Earthquake Spectra 9, 319-334.
 
5.
Hsu, SY and Fafitis, A 1992 Seismic Analysis Design of Frames with Viscoelastic Connections. Journal of Structural Engineering 118, 2459-2474.
 
6.
Housner, GW, Bergman, LA, Caughey, TK, Chassiakos, AG, Claus, RO, Masri, SF, Skelton, RE, Soong, TT, Spencer, BF, Yao, JTP 1997. Structural Control: Past, Present, and Future. Journal of Engineering Mechanics 123, 897-971.
 
7.
Constantinou, M, Soong, TT and Dargush, GF 1998. Passive Energy Dissipation Systems for Structural Design and Retrofit. MCEER Technical Reports, Monograph No. 1.
 
8.
Soong, TT and Dargush, GF 1997. Passive Energy Dissipation Systems in Structural Engineering. Chichester, England: John Wiley & Sons Ltd.
 
9.
Liu, W, Tong, M and Lee, GC 2005. Optimization Methodology for Damper Configuration Based on Building Performance Indices. Journal of Structural Engineering 131, 1746-1756.
 
10.
Hahn, GD and Sathiavageeswaran, KR 1992. Effects of added-damper distribution on the seismic response of buildings. Computers & Structures 43, 941-950.
 
11.
Hanson, RD and Soong, TT 2001. Seismic design with supplemental energy dissipation devices. Second Monograph Series (MNO-8). Earthquake Engineering Research Institute: Oakland, CA.
 
12.
Xia, C and Hanson, RD 1992. Influence of ADAS Element Parameters on Building Seismic Response. Journal of Structural Engineering 118, 1903-1918.
 
13.
Martinez-Romero, E 1993. Experiences on the Use of Supplementary Energy Dissipators on Building Structures. Earthquake Spectra 9, 581-625.
 
14.
Gluck, N, Reinhorn, AM, Gluck, J and Levy, R 1996. Design of Supplemental Dampers for Control of Structures. Journal of Structural Engineering, 122, 1394-1399.
 
15.
Kitajima, K, Chikui, H, Ageta, H and Yokouchi, H 2004. Application to response control retrofit method by means of external damping braces using friction dampers. Thirteenth World Conference on Earthquake Engineering. Vancouver, B.C. Canada. Paper No. 2112.
 
16.
Bergman, DM and Goel, SC 1987. Evaluation of Cyclic Testing of Steel-Plate Devices for Added Damping and Stiffness. University of Michigan, Ann Aarbor, MI.
 
17.
Whittaker, AS, Bertero, VV, Thompson, CL and Alonso, LJ 1991. Seismic Testing of Steel Plate Energy Dissipation Devices. Earthquake Spectra 7, 563-604.
 
18.
Jara, JM, Gomez-Soberon, C, Vargas, E and Gonzalez, R 1993. Seismic Performance of Buildings with Energy Dissipating Systems, in Seminar on Seismic Isolation, Passive Energy Dissipation, and Active Control. San Francisco, CA. p. 663-674.
 
19.
Fierro, EA and Perry, CL 1993. San Francisco Retrofit Design Using Added Damping and Stiffness (ADAS) Elements, in ATC-17-1 Seminar on Seismic Isolation,Passive Energy Dissipation, and Active Control. San Francisco, CA. p. 593-604.
 
20.
Perry, CL, Fierro, EA, Sedarat, Hassan and Scholl, RE 1993. Seismic Upgrade in San Francisco Using Energy Dissipation Devices. Earthquake Spectra 9, 559-579.
 
21.
Youssef, N and Guh, TJ 1993. Seismic Retrofit of Structures with Passive Energy Dissipation Devices, in ATC-17-1 Seminar on Seismic Isolation, Passive Energy Dissipation, and Active Control.: San Francisco, CA. p. 639-650.
 
22.
Nakashima, M, Saburi, K and Tsuji, B 1996. Energy input and dissipation behaviour of structures with hysteretic dampers. Earthquake Engineering & Structural Dynamics 25, 483-496.
 
23.
Ruiz, SE, Urrego, OE and Silva, FL 1995. Influence of the spatial distribution of energy-dissipating bracing elements on the seismic response of multistorey frames. Earthquake Engineering & Structural Dynamics 24, 1511-1525.
 
24.
Tena-Colunga, A 1997. Mathematical modelling of the ADAS energy dissipation device. Engineering Structures 19, 811-821.
 
25.
Tena-Colunga, A and Vergara, A 1997. Comparative study on the seismic retrofit of a mid-rise steel building: steel bracing vs energy dissipation. Earthquake Engineering & Structural Dynamics 26, 637-655.
 
26.
Ramber, W 1943. Description of Stress-Strain Curves by Three Parameters. National Advisory Committee for Aeronautics; Washington, DC, United States Technical Note 902. https://ntrs.nasa.gov/search.j....
 
27.
Su, Y-F 1990. Seismic Response of Building Structures with Mechanical Damping Devices. PhD thesis, Department of Civil Engineering, University of Michigan, Ann Arbor, MI. https://deepblue.lib.umich.edu....
 
28.
Xia, C 1990. A Study of ADAS Element Parameters and Their Influence on Earthquake Response of Building Structures. PhD thesis, Department of Civil Engineering, University of Michigan, Ann Arbor, MI. https://deepblue.lib.umich.edu....
 
29.
Graesser, EJ and Cozzarelli, FA 1991. A Multidimensional Hysteretic Model for Plastically Deforming Metals in Energy Absorbing Devices. National Center for Earthquake Engineering Center, University of New York at Buffalo: Buffalo, NY. Technical Report NCEER-91-0006.
 
30.
Dargush, GF and Soong, TT 1995. Behavior of Metallic Plate Dampers in Seismic Passive Energy Dissipation Systems. Earthquake Spectra 11, 545-568.
 
31.
Pong, WS,Tsai, CS and Lee, GC 1994. Seismic Study of Building Frames with Added Energy-Absorbing Devices. National Center for Earthquake Engineering Research, University of New York at Buffalo: Buffalo, NY. Technical Report NCEER-94-0016.
 
32.
Tsai, CS and Tsai, KC 1995. TPEA Device as Seismic Damper for High-Rise Buildings. Journal of Engineering Mechanics 121, 1075-1081.
 
33.
Ciampi, V, De Angelis, M and Paolacci, F 1995. Design of yielding or friction-based dissipative bracings for seismic protection of buildings. Engineering Structures 17, 381-391.
 
34.
Tsai, KC, Chen, HW, Hong, CP and Su, YF 1993. Design of Steel Triangular Plate Energy Absorbers for Seismic-Resistant Construction. Earthquake Spectra 9, 505-528.
 
35.
Pall, AS and Marsh, C 1982. Response of friction damped braced frames. ASCE Journal of the Structural Division 108, 1313-1323.
 
36.
Aiken, ID and Kelly, JM 1990. Earthquake Simulator Testing and Analytical Studies of Two Energy-Absorbing Systems for Multistory Structures. Earthquake Engineering Research Center, University of California at Berkeley: Berkeley, CA. Technical Report UCB/EERC 90/03.
 
37.
Cherry, S and Filiatrault, A 1993. Seismic Response Control of Buildings Using Friction Dampers. Earthquake Spectra 9, 447-466.
 
38.
Filiatrault, A and Cherry, S 1987. Performance Evaluation of Friction Damped Braced Steel Frames Under Simulated Earthquake Loads. Earthquake Spectra 3, 57-78.
 
39.
Grigorian, CE, Yang, TS and Popov, EP 1993. Slotted Bolted Connection Energy Dissipators. Earthquake Spectra 9, 491-504.
 
40.
Filiatrault, A and Cherry, S 1988. Comparative performance of friction damped systems and base isolation systems for earthquake retrofit and aseismic design. Earthquake Engineering & Structural Dynamics 16, 389-416.
 
41.
Filiatrault, A and Cherry, S 1989. Efficient numerical modelling for the design of friction damped braced steel plane frames. Canadian Journal of Civil Engineering 16, 211-218.
 
42.
Foti, D, Bozzo, L and López-Almansa, F 1998. Numerical efficiency assessment of energy dissipators for seismic protection of buildings. Earthquake Engineering & Structural Dynamics 27, 543-556.
 
43.
Pekau, OA and Guimond, R. 1991. Controlling seismic response of eccentric structures by friction dampers. Earthquake Engineering & Structural Dynamics 20, 505-521.
 
44.
Colajanni, P and Papia, M 1997. Hysteretic Behavior Characterization of Friction-Damped Braced Frames. Journal of Structural Engineering 123, 1020-1028.
 
45.
Roik, K, Dorka, U and Dechent, P 1988. Vibration control of structures under earthquake loading by three-stage friction-grip elements. Earthquake Engineering & Structural Dynamics 16, 501-521.
 
46.
Nims, DK, Richter, PJ and Bachman, RE 1993. The Use of the Energy Dissipating Restraint for Seismic Hazard Mitigation. Earthquake Spectra 9, 467-489.
 
47.
Filiatrault, A, Tremblay, R and Kar, R 2000. Performance Evaluation of Friction Spring Seismic Damper. Journal of Structural Engineering. 126, 491-499.
 
48.
Makris, N, Roussos, Y, Whittaker, AS and Kelly, JM 1997. Viscous Heating of Fluid Dampers During Seismic and Wind Excitations - Analytical Solutions and Design Formulae. Earthquake Engineering Research Center, University of California at Berkeley, Berkeley, CA. Report No. UCB/EERC 97-11.
 
49.
Makris, N, Roussos, Y, Whittaker, AS and Kelly, JM 1998. Viscous Heating of Fluid Dampers. II: Large-Amplitude Motions. Journal of Engineering Mechanics 124, 1217-1223.
 
50.
Makris, N 1998. Viscous Heating of Fluid Dampers. I: Small-Amplitude Motions. Journal of Engineering Mechanics 124, 1210-1216.
 
51.
Hou, C-Y 2008. Fluid Dynamics and Behavior of Nonlinear Viscous Fluid Dampers. Journal of Structural Engineering 134, 56-63.
 
52.
Lee, D and Taylor, DP 2001. Viscous damper development and future trends. The Structural Design of Tall Buildings 10, 311-320.
 
53.
Constantinou, MC, Symans, M D, Tsopelas, P and Taylor, DP et al 1993. Fluid Viscous Dampers in Applications of Seismic Energy Disipation and Seismic Isolation. Proceedings of ATC-17-1 Seminar on Seismic Isolation, Passive Energy Dissipation, and Active Control, Applied Technology Council, San Francisco California. 2, 581-592.
 
54.
Niwa, N, Kobori, T, Takahashi, M, Hatada, T, Kurino, H and Tagami, J 1995. Passive seismic response controlled high-rise building with high damping device. Earthquake Engineering & Structural Dynamics 24, 655-671.
 
55.
Pekcan, G, Mander, JB and Chen, SS 1995. The Seismic Response of a 1:3 Scale Model R.C. Structure with Elastomeric Spring Dampers. Earthquake Spectra 11, 249-267.
 
56.
Tsopelas, P and M.C. 1994. Constantinou, Experimental and Analytical Study of a System Consisting of Sliding Bearings and Fluid Restoring Force/Damping Devices. NCEER-Taisei Corporation Research Program on Sliding Seismic Isolation System for Bridges: National Center for Earthquake Engineering Research, University of New York at Buffalo: Buffalo, NY.
 
57.
Soneji, BB and Jangid, RS 2007. Passive hybrid systems for earthquake protection of cable-stayed bridge. Engineering Structures 29, 57-70.
 
58.
Taylor, DP 2002. History, design, and applications of fluid dampers in structural engineering. Passive Structural Control Symposium. Tokyo Institute of Technology, Tokyo, Japan.
 
59.
Antonucci, R, Balducci, F, Bartera, F, Castellano, MG, Fuller, K, Giacchetti, R 2004. Shaking table testing of an RC frame with dissipative bracings. Thirteenth World Conference on Earthquake Engineering. Vancouver, BC, Canada. Paper No. 1967.
 
60.
Charney, FA and McNamara, RJ 2008. Comparison of Methods for Computing Equivalent Viscous Damping Ratios of Structures with Added Viscous Damping. Journal of Structural Engineering 134, 32-44.
 
61.
Lin, W-H and Chopra, AK 2002. Earthquake response of elastic SDF systems with non-linear fluid viscous dampers. Earthquake Engineering & Structural Dynamics 31, 1623-1642.
 
62.
Paola, MD, Mendola, LL and Navarra, G 2007. Stochastic Seismic Analysis of Structures with Nonlinear Viscous Dampers. Journal of Structural Engineering 133, 1475-1478.
 
63.
Ashour, SA 1987. Elastic Seismic Response of Buildings with Supplemental Damping. PhD thesis, Deptartment of Civil Engineering, University of Michigan: Ann Arbour, Michigan. https://www.osti.gov/biblio/53....
 
64.
Chang, KC, Soong, TT, Oh, S-T and Lai, ML 1995. Seismic Behavior of Steel Frame with Added Viscoelastic Dampers. Journal of Structural Engineering 121, 1418-1426.
 
65.
Foutch, DA, Wood, SL and Brady, PA 1993. Seismic Retrofit of Nonductile Reinforced Concrete Using Viscoelastic Dampers. Proceedings of ATC-17-1 Seminar on Seismic Isolation, Passive Energy Dissipation, and Active Control, Applied Technology Council, San Francisco California 2, 605-616.
 
66.
Min, K-W, Kim, J and Lee, S-H 2004. Vibration tests of 5-storey steel frame with viscoelastic dampers. Engineering Structures 26, 831-839.
 
67.
Bergman, DM and Hanson, RD 1993. Viscoelastic Mechanical Damping Devices Tested at Real Earthquake Displacements. Earthquake Spectra 9, 389-417.
 
68.
Lobo, RF, Bracci, JM, Shen, KL, Reinhorn, AM and Soong, TT 1993. Inelastic Response of R/C Structures with Viscoelastic Braces. Earthquake Spectra 9, 419-446.
 
69.
Montgomery, M and Christopoulos, C 2015. Experimental Validation of Viscoelastic Coupling Dampers for Enhanced Dynamic Performance of High-Rise Buildings. Journal of Structural Engineering 141, 04014145.
 
70.
Christopoulos, C and Montgomery, M 2013. Viscoelastic coupling dampers (VCDs) for enhanced wind and seismic performance of high-rise buildings. Earthquake Engineering & Structural Dynamics 42, 2217-2233.
 
71.
Montgomery, MS 2011. Fork configuration dampers (FCDs) for enhanced dynamic performance of high-rise buildings. PhD thesis, Deptartment of Civil Engineering, University of Toronto: Toronto, Canada.
 
72.
Crosby, P, Kelly, JM and Singh, Y 1994. Utilizing Viscoelastic Dampers in the Seismic Retrofit of a Thirteen Story Steel Frame Building. In 12th Structures Congress. Atlanta, GA. 1286-1291.
 
73.
Hendsbee, D 1993. Retrofit of a Concrete Frame Building Using Added Damping. Proceedings of ATC-17-1 Seminar on Seismic Isolation, Passive Energy Dissipation, and Active Control, Applied Technology Council, San Francisco California 2, 617-626.
 
74.
Kanitkar, R, Harms, M, Lai, ML and Crosby, P 1998. Linear and Non-Linear Analysis of a Four Story Structure Using Viscoelastic Dampers, In sixth U.S. National Conference on Earthquake Engineering. Seattle, WA.
 
75.
Rai, DC 1999. Supplemental damping for seismic strengthening: a case study. Engineering Structures 21, 603-614.
 
76.
Miranda, E, Alonso, J and Lai, ML 1998. Performance-Based Design of a Building in Mexico City Using Viscoelastic Devices. In sixth US National Conference on Earthquake Engineering. Seattle, WA.
 
77.
Aprile, A, Inaudi, JA and Kelly, JM 1997. Evolutionary Model of Viscoelastic Dampers for Structural Applications. Journal of Engineering Mechanics 123, 551-560.
 
78.
Chang, KC, Soong, TT, Oh, S-T and Lai, ML 1992. Effect of Ambient Temperature on Viscoelastically damped structure. Journal of Structural Engineering 118, 1955-1973.
 
79.
Tsai, CS 1994. Temperature Effect of Viscoelastic Dampers during Earthquakes. Journal of Structural Engineering 120, 394-409.
 
80.
Chang, K-C and Lin, Y-Y 2004. Seismic Response of Full-Scale Structure with Added Viscoelastic Dampers. Journal of Structural Engineering 130, 600-608.
 
81.
Fan, CP 1998. Seismic analysis, behavior, and retrofit of non-ductile reinforced concrete frame buildings with viscoelastic dampers. Department of Civil and Environmental Engineering. Lehigh University, Bethlehem, PA.
 
82.
Inaudi, JA 1997. Analysis of Hysteretic Damping Using Analytic Signals. Journal of Engineering Mechanics 123, 743-745.
 
83.
Inaudi, JA and Kelly, JM 1995. Linear hysteretic damping and the hilbert transform. Journal of Engineering Mechanics 121, 626-632.
 
84.
Inaudi, JA and Kelly, JM 1995. Modal equations of linear structures with viscoelastic dampers. Earthquake Engineering & Structural Dynamics 24, 145-151.
 
85.
Inaudi, JA and Makris, N 1996. Time-domain analysis of linear hysteretic damping. Earthquake Engineering & Structural Dynamics 25, 529-545.
 
86.
Makris, N 1997. Causal Hysteretic Element. Journal of Engineering Mechanics 123, 1209-1214.
 
87.
Makris, N, Inaudi, JA and Kelly, JM 1996. Macroscopic models with complex coefficients and causality. Journal of Engineering Mechanics 122, 566-573.
 
88.
Shen, KL and Soong, TT 1995. Modeling of Viscoelastic Dampers for Structural Applications. Journal of Engineering Mechanics 121, 694-701.
 
89.
Bagley, RL and Torvik, J 1983. Fractional calculus - A different approach to the analysis of viscoelastically damped structures. AIAA Journal 21, 741-748.
 
90.
Tsai, CS and Lee, HH 1993. Applications of Viscoelastic Dampers to High-Rise Buildings. Journal of Structural Engineering 119, 1222-1233.
 
91.
Kasai K, Munshi, JA, Lai, ML and Maison BF 1993. Viscoelastic Damper Hysteretic Model: Theory, Experiment, and Application. Proceedings of ATC-17-1 Seminar on Seismic Isolation, Passive Energy Dissipation, and Active Control, Applied Technology Council, San Francisco California. 2, 521-532.
 
92.
Christopoulos, C and Filiatrault, A 2006. Principles of Passive Supplemental Damping and Seismic Isolation. Pavia, Italy: IUSS Press.
 
93.
Uang, C-M and Bertero, VV 1990. Evaluation of seismic energy in structures. Earthquake Engineering & Structural Dynamics 19, 77-90.
 
94.
Constantinou, MC and Tadjbakhsh, IG 1983. Optimum design of a first story damping system. Computers & Structures 17, 305-310.
 
95.
Gürgöze, M and Müller, PC 1992. Optimal positioning of dampers in multi-body systems. Journal of Sound and Vibration 158, 517-530.
 
96.
Shukla, AK and Datta, TK 1999. Optimal Use of Viscoelastic Dampers in Building Frames for Seismic Force. Journal of Structural Engineering 125, 401-409.
 
97.
Wu, B, Ou, J-P and Soong, TT 1997. Optimal placement of energy dissipation devices for three-dimensional structures. Engineering Structures 19, 113-125.
 
98.
Levy, R and Lavan, O 2006. Fully stressed design of passive controllers in framed structures for seismic loadings. Structural and Multidisciplinary Optimization 32, 485-498.
 
99.
Levy, R and Lavan, O 2009. Quantitative Comparison of Optimization Approaches for the Design of Supplemental Damping in Earthquake Engineering Practice. Journal of Structural Engineering 135, 321-325.
 
100.
Singh, MP and Moreschi, LM 2002. Optimal placement of dampers for passive response control. Earthquake Engineering & Structural Dynamics 31, 955-976.
 
101.
Garci´a, D.L.p 2001. A Simple Method for the Design of Optimal Damper Configurations in MDOF Structures. Earthquake Spectra 17, 387-398.
 
102.
Zhang, RH and Soong, TT 1992. Seismic Design of Viscoelastic Dampers for Structural Applications. Journal of Structural Engineering 118, 1375-1392.
 
103.
Takewaki, I 1997. Optimal damper placement for minimum transfer functions. Earthquake Engineering & Structural Dynamics 26, 1113-1124.
 
104.
Takewaki, I 2009. Building Control with Passive Dampers: Optimal Performance-based Design for Earthquakes. John Wiley & Sons. London, U.K.
 
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