journal article·2021-10-28Open access

Comparison of Strengthening Solutions with Optimized Passive Energy Dissipation Systems in Symmetric Buildings

Charbel Mrad, Magdalini D. Titirla, Walid Larbi

Applied Sciences· Volume 11· Issue 21

Abstract

The aim of this study is to compare the seismic response of reinforced concrete (RC) symmetric buildings, with a varied number of stories, strengthening with three types of passive energy dissipation systems, as tuned mass dampers, viscous dampers, and friction dampers. The paper presents an overview of design optimization with the object of minimizing certain functions: (i) the maximum displacement at the top of the structures, (ii) the base shear loads, and (iii) the maximum interstory drift. The objective functions were evaluated in three residents’ buildings (a four-story building, a nine-story building, and a sixteen-story building) subjected to seven (real and artificial) seismic recorded accelerograms. For this purpose, 94 nonlinear dynamic analyses were carried out. The effects of each strengthening solution are presented, and from this innovative comparison (optimal design, three different passive energy systems, three different story numbers), further useful results were observed. The outcomes of the study show the effectiveness of a tuned mass damper (TMD) system, and how it might be better for tall and flexible structures than for stiffer structures. However, the response of the pendulum tuned mass damper (TMD) configuration is better than the conventional one because it acts in all directions. The viscous dampers (VDs) provide a significant reduction for mid-rise buildings, while friction dampers (FDs) boost the performance of all structures under seismic action, especially in terms of displacement, and they are more suitable for low-rise buildings.
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Research context

OpenAlex topics: Seismic Performance and Analysis · Vibration Control and Rheological Fluids · Seismic and Structural Analysis of Tall Buildings

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Affiliations

Department of Civil Engineering, Institut Supérieur des Sciences Appliquées et Économiques (ISSAE), Conservatoire National des Arts et Métiers (CNAM LIBAN), Beirut 20239201, Lebanon

Structural Mechanics and Coupled Systems Laboratory (LMSSC), Conservatoire National des Arts et Métiers (CNAM), 75003 Paris, France

References (57)

Show source-provided references
1. Constantinou, M.C., Soong, T.T., and Dargush, G.F. (1998). Passive Energy Dissipation Systems for Structural Design and Retrofit, Multidisciplinary center for Earthquake Engineering Research. MCEER Monograph Series, No.
2. Supplemental energy dissipation: State-of-the-art and state-of-the-practice10.1016/S0141-0296(01)00092-X ↗
3. Energy dissipation system for seismic applications: Current practice and recent developments10.1061/(ASCE)0733-9445(2008)134:1(3) ↗
4. Frahm, H. (1909). Device for Damping Vibrations of Bodies. (No. 989,958), U.S. Patent.
5. The theory of the dynamic vibration absorber
6. Den Hartog, J.P. (1940). Mechanical Vibrations, McGraw-Hill. [2nd ed.].
7. Full-scale measurements of wind-induced acceleration response of Sydney tower10.1016/0141-0296(90)90002-A ↗
8. Tuned mass dampers for buildings10.1061/JSDEAG.0004721 ↗
9. 100 Storey John Hancock Center, Chicago: A case study of the design process10.1016/0141-0296(83)90035-4 ↗
10. Chiba Port Tower. Full-scale measurement of wind actions Part 2. Basic properties of fluctuating wind pressures10.1016/0167-6105(90)90041-A ↗
11. Suppression of Wind-Induced Vibration of Tower-Shaped Structures by Dynamic Dampers10.2749/101686693780608119 ↗
12. Experimental study of seismic response of buildings with supplemental fluid dampers10.1002/tal.4320020203 ↗
13. Numerical modeling of sound and vibration reduction using viscoelastic materials and shunted piezoelectric patches10.1016/j.compstruc.2017.07.024 ↗
14. Vibroacoustic analysis of double-wall sandwich panels with viscoelastic core10.1016/j.compstruc.2015.09.012 ↗
15. Isyumov, N., and Tschanz, T. (1986). Designing of Viscoelastic Dampers for Columbia Center Building. Build Motion in Wind, ASCE.
16. Tsopelas, P., and Constantinou, M.C. (1994). Experimental and Analytical Study of a System Consisting of Sliding Bearings and Fluid Restoring Force/Damping Devices, National Center for Earthquake Engineering Research.
17. Design of yielding metallic and friction dampers for optimal seismic performance10.1002/eqe.275 ↗
18. Friction joints for seismic control of large panel structures
19. Response of friction damped braced frames10.1061/JSDEAG.0005968 ↗
20. Seismic testing of steel plate energy dissipating devices10.1193/1.1585644 ↗
21. Slotted bolted connection energy dissipators10.1193/1.1585726 ↗
22. Post-tensioned seismic-resistant connections for steel frames10.1061/(ASCE)0733-9445(2001)127:2(113) ↗
23. Post tensioned energy dissipating connections for moment resisting steel frames10.1061/(ASCE)0733-9445(2002)128:9(1111) ↗
24. Friction damped post-tensioned self-centering steel moment-resisting frames10.1061/(ASCE)0733-9445(2008)134:11(1768) ↗
25. Finite Element modelling of an innovative passive energy dissipation device for seismic hazard mitigation10.1016/j.engstruct.2018.04.081 ↗
26. Fabbrocino, F., Titirla, M., Amendola, A., Benzoni, G., and Fraternali, F. (2017, January 15–17). Innovative devices for the base isolation of existing buildings. Proceedings of the COMPDYN 2017, 6th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Rhodes Island, Greece.10.7712/120117.5732.17771 ↗
27. Titirla, M., Katakalos, K., Zuccaro, G., and Frabbrocino, F. (2017). On the mechanical response of an innovative energy dissipation device. Ing. Sismic Int. J. Earthq. Eng., 126–138.
28. Pall, A.S., Verganelakis, V., and March, C. (1987, January 6–8). Friction Dampers for seismic control of Concordia University Library Building. Proceedings of the 5th Canadian Conference on Earthquake Engineering, Ottawa, ON, Canada.
29. Experiences on the Use of Supplemental Energy Dissipators on Building Structures10.1193/1.1585731 ↗
30. Pasquin, C., Pall, A., and Pall, R. (1994, January 24–28). High-Tech Seismic Rehabilitation of Casino de Montreal. Proceedings of the Structures Congress XII, Atlanta GA, USA.
31. CEN (2004). Eurocode 8: Design of Structures for Earthquake Resistance. Part 1: General Rules, Seismic Actions and Rules for Buildings, European Committee for Standardization. EN 1998-1.
32. Malvern, L.E. (1969). Introduction to the Mechanics of a Continuous Medium, Prentice Hall.
33. (2005). National Annex to NF EN 1998-1:2005, The French Association for Standardization (AFNOR). (In French).
34. Optimum Design of TMD System for Tall Buildings
35. Nagase, T. (February, January 30). Earthquake records observed in tall buildings with tuned pendulum mass damper. Proceedings of the 12th World Conference on Earthquake Engineering, Auckland, New Zealand.
36. Connor, J.J. (2003). Introduction to Structural Motion Control, Prentice Hall Pearson Education, Inc.. [1st ed.].
37. Tuned mass dampers10.1007/s11831-013-9091-7 ↗
38. A method of estimating the parameters of tuned mass dampers for seismic application10.1002/(SICI)1096-9845(199706)26:6<617::AID-EQE664>3.0.CO;2-Z ↗
39. Vibration control of smart TMD for retractable-roof spatial structure considering closed and open roof condition10.1007/s13296-017-1221-x ↗
40. Seismic response control performance evaluation of tuned mass dampers for a retractable-roof spatial structure10.1007/s13296-020-00431-4 ↗
41. Torsional balance of asymmetric structures by means of tuned mass dampers10.1016/j.engstruct.2012.04.034 ↗
42. Seismic response control of steel benchmark building with a tuned mass damper10.1007/s42107-019-00206-1 ↗
43. Viscous heating of fluid dampers. I: Small-amplitude motions10.1061/(ASCE)0733-9399(1998)124:11(1210) ↗
44. Viscous heating of fluid dampers. II: Large-amplitude motions10.1061/(ASCE)0733-9399(1998)124:11(1217) ↗
45. Seleemah, A., and Constantinou, M.C. (1997). Investigation of Seismic Response of Buildings with Linear and Nonlinear Fluid Viscous Dampers, National Center for Earthquake Engineering Research, State University of New York at Buffalo. Report No. NCEER 97-0004.
46. Hwang, J.S. (2002, January 21–25). Seismic design of structures with viscous dampers. Proceedings of the International Training Programs for Seismic Design of Building Structures Hosted by National Centre for Research on Earthquake Engineering Sponsored by Department of International Programs, Taipei, China.
47. (2020). Fluid Viscous Dampers . General Guidelines for Engineers, Including a Brief History, Taylor Devices Inc.. [3rd ed.].
48. Comparison of distribution methods for viscous damping coefficients to buildings
49. A comparison of viscous damper placement methods for improving seismic building design10.1080/13632469.2011.653864 ↗
50. FEMA (1997). Commentary to NEHRP Guidelines for the Seismic Rehabilitation of Buildings, FEMA 274.
51. Damaged-based optimal design of friction dampers in multistory chevron braced steel frames10.1016/j.soildyn.2019.01.004 ↗
52. Del Gobbo, G.M. (2017). Placement of Fluid Viscous Dampers to Reduce Total-Building Seismic Damage. [Ph.D. Thesis, University of Oxford].
53. Moreschi, L.M. (2000). Seismic Design of Energy Dissipation Systems for Optimal Structural Performance. [Ph.D. Thesis, Virginia Polytechnic Institute and State University].
54. Pall, A., and Pall, R.T. (2004, January 1–6). Performance-based design using Pall Friction Dampers—An economical design solution. Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, CB, Canada.
55. Effectiveness of friction dampers on the seismic behavior of high rise building VS shear wall system10.1002/eng2.12075 ↗
56. Titirla, M., and Katakalos, K. (2017, January 15–17). Evaluation of an innovative passive mitigation device through experimental and numerical investigation. Proceedings of the COMPDYN 2017, 6th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Rhodes Island, Greece.10.7712/120117.5425.18065 ↗
57. Titirla, M.D., and Papadopoulos, P. (2015, January 25–27). Finite Element investigation of a new seismic energy absorption device through simultaneously yield and friction. Proceedings of the COMPDYN 2015, 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Crete Island, Greece.10.7712/120115.3678.1109 ↗