Steel and Composite Structures

  • 제19권2호
  • /
  • Pages.309-325
  • /
  • 2015
  • /
  • 1229-9367(pISSN)
  • /
  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Using friction dampers in retrofitting a steel structure with masonry infill panels

  • Zahrai, Seyed Mehdi (Center of excellence for Engineering and Management of civil Infrastructures, School of Civil Engineering, the University of Tehran) ;
  • Moradi, Alireza (Department of Civil Engineering, Islamic Azad University) ;
  • Moradi, Mohammadreza (Department of Civil and Environmental Engineering, Old Dominion University)
  • 투고 : 2014.06.02
  • 심사 : 2015.04.27
  • 발행 : 2015.08.25
⟨ 이전 논문 다음 논문 ⟩

초록

A convenient procedure for seismic retrofit of existing buildings is to use passive control methods, like using friction dampers in steel frames with bracing systems. In this method, reduction of seismic demand and increase of ductility generally improve seismic performance of the structures. Some of its advantages are development of a stable rectangular hysteresis loop and independence on environmental conditions such as temperature and loading rate. In addition to friction dampers, masonry-infill panels improve the seismic resistance of steel structures by increasing lateral strength and stiffness and reducing story drifts. In this study, the effect of masonry-infill panels on seismic performance of a three-span four-story steel frame with Pall friction dampers is investigated. The results show that friction dampers in the steel frame increase the ductility and decrease the drift (to less than 1%). The infill panels fulfill their function during the imposed drift and increase structural strength. It can be concluded that infill panels together with friction dampers, reduced structural dynamic response. These infill panels dissipated input earthquake energy from 4% to 10%, depending on their thickness.

키워드

참고문헌

  1. Asteris, P.G. and Cotsovos, D.M. (2012), "Numerical investigation of the effect of infill walls on the structural response of RC frames", Open Construct. Build. Technol. J., 6,164-181. https://doi.org/10.2174/1874836801206010164
  2. Asteris, P.G., Antoniou, S.T., Sophianopoulos, D.S. and Chrysostomou, C.Z. (2011), "Mathematical macromodelling of infilled frames: State of the art", J. Struct. Eng., 137(12), 1508-1517. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000384
  3. BHRC (2005), Manual to design building against earthquake; Standard No. 2800, (3rd Edition), Building and Housing Research Center, Iran.
  4. Celarec, D. and Dolsek, M. (2013), "The impact of modelling uncertainties on the seismic performance assessment of reinforced concrete frame buildings", Eng. Struct., 52, 340-354. https://doi.org/10.1016/j.engstruct.2013.02.036
  5. Chandra, R., Masand, M., Nandis, K., Tripathi, C.P., Pall, R. and Pall, A. (2000), "Friction dampers for seismic control of La Gardenia Towers South City, Gurgoon, India", Proceedings of the 12th World Conference of Earthquake Engineering (12WCEE), Auckland, New Zealand, January-February.
  6. Crisafulli, F.J., Carr, A.J. and Park, R. (2000), "Analytical modelling of infilled frames structures- A general review", Bulletin of the New Zealand Society for Earthquake Engineering, 33(1), 30-47.
  7. CSI (2006), Computers and Structures Inc., PERFORM-3D: "Nonlinear analysis and performance assessment for 3D structures", User Guide, Ver. 4, Berkeley, CA, USA.
  8. Dihog, S. and Miyamoto, H.K. (1999), "Viscous damper versus friction damper for retrofit of a non-ductile reinforced concrete building with unreinforced masonry infills", Proceedings of the 68th Convention, Structural Engineers Associations of California, Sacramento, CA, USA, September-October.
  9. Dolsek, M. and Fajfar, P. (2008), "The effect of masonry infills on the seismic response of a four-storey reinforced concrete frame - A deterministic assessment", Eng. Struct., 30(7), 1991-2001. https://doi.org/10.1016/j.engstruct.2008.01.001
  10. FEMA 356 (2000), Prestandard and Commentary for the Seismic Rehabilitation of Buildings; Prepared by American Society of Civil Engineers, Federal Emergency Management Agency, Reston, VA, USA.
  11. Fiore, A., Netti, A. and Monaco, P. (2012a), "The influence of masonry infill on the seismic behavior of RC frame buildings", Eng. Struct., 44, 133-145. https://doi.org/10.1016/j.engstruct.2012.05.023
  12. Fiore, A., Porco, F., Raffaele, D. and Uva, G. (2012b), "About the influence of the infill panels over the collapse mechanisms actived under pushover analyses: Two case studies", Soil Dyn. Earthq. Eng., 39, 11-22. https://doi.org/10.1016/j.soildyn.2012.02.004
  13. Fiore, A., Porco, F., Uva, G. and Sangirardi, M. (2014), "The influence of uncertainties of infill panels relative to the seismic response of RC existing buildings", In: Structures Under Shock and Impact XIII, WIT Press, pp. 479-490.
  14. Friedriechs, B. (1997), "Dampers do the job at Davis", ASCE J. Struct. Eng., 67(9), 2A-5A.
  15. Koutromanos, I., Stavridis, A., Shing, P.B. and Willian, K. (2011), "Numerical modeling of masonry-infilled RC frames subjected to seismic loads", Comput. Struct., 89(11-12), 1026-1037. https://doi.org/10.1016/j.compstruc.2011.01.006
  16. Meslem, A. and D'Ayala, D. (2013), "Investigation into analytical vulnerability curves derivation aspects considering modelling uncertainty for infilled RC buildings", Proceedings of COMPDYN 2013 4th, ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Kos Island, Greece, June.
  17. Naeim, F. (2001), The Seismic Design Handbook, (2nd Edition), Springer.
  18. Pall, R.T., Gauthier, G., Delisle, S. and Pall, A. (2000), "Friction-dampers for seismic upgrade of Quebec Police Headquarters Montreal", Proceedings of the 12th World Conference of Earthquake Engineering (12WCEE), Auckland, New Zealand, January-February.
  19. Pall, R.T., Pall, A., Leboeuf, N. and Pasquin, C. (2002), "Friction damper for seismic rehabilitation of Eaton Building, Montreal", Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, Canada, August.
  20. Porco, F., Fiore, A., Uva, G. and Raffaele, D. (2015), "The influence of infilled panels in retrofitting interventions of existing reinforced concrete buildings: A case study", Struct. Infrastruct. Eng., 11(2), 162-175. https://doi.org/10.1080/15732479.2013.862726
  21. Pujol, S. and Fick, D. (2010), "The test of a full-scale three-story RC structure with masonry infill walls", Eng. Struct., 32(10), 3112-3121. https://doi.org/10.1016/j.engstruct.2010.05.030
  22. Soong, T.T. and Dargush, G.F. (1997), Passive Energy Dissipation Systems in Structural Engineering, (1st Edition), John Wiley & Sons.
  23. Uva, G., Porco, F. and Fiore, A. (2012a), "Appraisal of masonry infill walls effect in the seismic response of RC framed buildings: A case study", Eng. Struct., 34, 514-526. https://doi.org/10.1016/j.engstruct.2011.08.043
  24. Uva, G., Porco, F., Raffaele, D. and Fiore, A. (2012b), "On the role of equivalent strut models in the seismic assessment of infilled RC buildings", Eng. Struct., 42, 83-94. https://doi.org/10.1016/j.engstruct.2012.04.005
  25. Wu, B., Zhang, J., Williams, M.S. and Ou, J. (2005), "Hysteretic behavior of improved pall-typed frictional dampers", Eng. Struct., 27(8), 1258-1267. https://doi.org/10.1016/j.engstruct.2005.03.010
  26. Zahrai, S.M. and Heidarzadeh, M. (2007), "Destructive effects of the 2003 Bam Earthquake on structures", Asian J. Civil Eng., 8(3), 329-342.

피인용 문헌

  1. Iterative step-by-step procedure for optimal placement and design of viscoelastic dampers to improve damping ratio vol.26, pp.9, 2017, https://doi.org/10.1002/tal.1361
  2. Seismic Performance Evaluation of Structures Retrofitted with Viscoelastic-Slit Hybrid Dampers vol.22, pp.7, 2018, https://doi.org/10.5000/EESK.2018.22.7.361
  3. A Novel Numerical Method for Considering Friction During Pre-stressing Construction of Cable-Supported Structures pp.2093-6311, 2018, https://doi.org/10.1007/s13296-018-0078-y
  4. Experimental investigation on hysteretic behavior of rotational friction dampers with new friction materials vol.24, pp.2, 2015, https://doi.org/10.12989/scs.2017.24.2.239
  5. Strengthening/Retrofitting Techniques on Unreinforced Masonry Structure/Element Subjected to Seismic Loads: A Literature Review vol.12, pp.None, 2015, https://doi.org/10.2174/1874836801812010251
  6. Optimum distribution of steel slit-friction hybrid dampers based on life cycle cost vol.27, pp.5, 2015, https://doi.org/10.12989/scs.2018.27.5.633
  7. Computational investigation of the comparative analysis of cylindrical barns subjected to earthquake vol.28, pp.4, 2015, https://doi.org/10.12989/scs.2018.28.4.439
  8. Effect of flexural and shear stresses simultaneously for optimized design of butterfly-shaped dampers: Computational study vol.23, pp.4, 2015, https://doi.org/10.12989/sss.2019.23.4.329
  9. Seismic behavior of structural and non-structural elements in RC building with bypass viscous dampers vol.34, pp.4, 2015, https://doi.org/10.12989/scs.2020.34.4.487
  10. Seismic retrofit of steel buildings using external resistant RC walls and friction dampers vol.76, pp.6, 2020, https://doi.org/10.12989/sem.2020.76.6.823
  11. Towards optimal slip force and stiffness distribution in designing friction dampers vol.79, pp.3, 2021, https://doi.org/10.12989/sem.2021.79.3.289
  12. In-plane and out-of-plane nonlinear seismic response of masonry infills for hospitals retrofitted with hysteretic damped braces vol.148, pp.None, 2015, https://doi.org/10.1016/j.soildyn.2021.106803
  13. Review of Magnetorheological Damping Systems on a Seismic Building vol.11, pp.19, 2015, https://doi.org/10.3390/app11199339
  14. Prediction Equations for Out-of-Plane Capacity of Unreinforced Masonry Infill Walls Based on a Macroelement Model Parametric Analysis vol.147, pp.11, 2015, https://doi.org/10.1061/(asce)em.1943-7889.0001998