Experimental Study of a New Bar Damper Device for Vibration Control of Structures Subjected to Earthquake Loads

References

• Aiken, I. and Kelly, J. [1990]. “Earthquake simulator testing and analytical studies of two energy absorbing system for multi storey structures, Technical Report, UCB/EERC-90/03.” Earthquake Engineering Research Center, University of California, Berkeley.
   Google Scholar
• Akiyama, H. [1985]. Earthquake-Resistant Limit-State Design for Buildings, University of Tokyo Press, Tokyo.
   Google Scholar
• Arfiadi, Y. and Hadi, M. N. S. [2000]. “Passive and active control of three-dimensional buildings,” Earthquake Engineering and Structural Dynamics 29(3), 377–396. doi:10.1002/(SICI)1096-9845(200003)29:3<377::AID-EQE911>3.0.CO;2-C
   Web of Science ®Google Scholar
• Arroyo-Espinoza, D. and Teran-Gilmore, A. [2003]. “Strength reduction factors for ductile structures with passive energy dissipating devices,” Journal of Earthquake Engineering 7(2), 297–325. doi:10.1080/13632460309350450
   Web of Science ®Google Scholar
• ASTM E8M-00. [2002]. Standard Test Methods for Tension Testing of Metallic Materials [Metric], American Society for Testing and Materials, West Conshohocken, PA.
   Google Scholar
• Bayat, M. and Abdollahzade, G. R. [2011]. “Analysis of the steel braced frames equipped with ADAS devices under the far field records,” Latin American Journal of Solids and Structures 8(2), 163–181. doi:10.1590/S1679-78252011000200004
   Web of Science ®Google Scholar
• Benavent-Climent, A., Morillas, L. and Vico, J. M. [2011]. “A study on using wide-flange section web under out-of-plane flexure for passive energy dissipation,” Earthquake Engineering & Structural Dynamics 40(5), 473–490. doi:10.1002/eqe.1031
   Web of Science ®Google Scholar
• Brando, G., D’Agostino, F. and De Matteis, G. [2013]. “Experimental tests of a new hysteretic damper made of buckling inhibited shear panels,” Materials and Structures 46(12), 2121–2133. doi:10.1617/s11527-013-0040-6
   Web of Science ®Google Scholar
• Cardone, D., Dolce, M. and Ponzo, F. C. [2006]. “The behaviour of sma isolation systems based on a full-scale release test,” Journal of Earthquake Engineering 10(6), 815–842. doi:10.1080/13632460609350619
   Web of Science ®Google Scholar
• Chan, R. W. K., Albermani, F. and Kitipornchai, S. [2013]. “Experimental study of perforated yielding shear panel device for passive energy dissipation,” Journal of Constructional Steel Research 91, 14–25. doi:10.1016/j.jcsr.2013.08.013
   Web of Science ®Google Scholar
• Cheraghi, A. and Zahrai, S. M. [2017]. “Cyclic testing of multilevel pipe in pipe damper,” Journal of Earthquake Engineering 1–24. doi:10.1080/13632469.2017.1387191
   Web of Science ®Google Scholar
• Clark, P., Aiken, I., Tajirian, F., Kasai, K., Ko, E. and Kimura, I. [1999]. “Design procedures for buildings incorporating hysteretic damping devices,” in Int. post-SmiRT Conference Seminar on Seismic Isolation. Passive Energy Dissipation and Active Control of Vibrations of Structures, Korea. Retrieved from https://ci.nii.ac.jp/naid/10007239371/
   Google Scholar
• Dai, K., Wang, J., Mao, R., Lu, Z. and Chen, S.-E. [2017]. “Experimental investigation on dynamic characterization and seismic control performance of a TLPD system,” The Structural Design of Tall and Special Buildings 26(7), e1350. doi:10.1002/tal.1350
   Web of Science ®Google Scholar
• Dolce, M., Cardone, D. and Marnetto, R. [2000]. “Implementation and testing of passive control devices based on shape memory alloys,” Earthquake Engineering & Structural Dynamics 29(7), 945–968. doi:10.1002/1096-9845(200007)29:7<945::AID-EQE958>3.0.CO;2-#
   Web of Science ®Google Scholar
• Federal Emergency Management Agency (FEMA). [2007]. Interim Protocols for Determining Seismic Performance Characteristics of Structural and Nonstructural Components, FEMA Report 461, Washington, DC, USA.
   Google Scholar
• Formisano, A., De Matteis, G. and Mazzolani, F. M. [2010]. “Numerical and experimental behaviour of a full-scale RC structure upgraded with steel and aluminium shear panels,” Computers & Structures 88(23–24), 1348–1360. doi:10.1016/j.compstruc.2008.09.010
   Web of Science ®Google Scholar
• Formisano, A., Lombardi, L. and Mazzolani, F. M. [2016]. “Perforated metal shear panels as bracing devices of seismic-resistant structures,” Journal of Constructional Steel Research 126, 37–49. doi:10.1016/j.jcsr.2016.07.006
   Web of Science ®Google Scholar
• Garivani, S., Aghakouchak, A. A. and Shahbeyk, S. [2016]. “Numerical and experimental study of comb-teeth metallic yielding dampers,” International Journal of Steel Structures 16(1), 177–196. doi:10.1007/s13296-016-3014-z
   Web of Science ®Google Scholar
• Ge, H., Chen, X. and Matsui, N. [2011]. “Seismic demand on shear panel dampers installed in steel-framed bridge pier structures,” Journal of Earthquake Engineering 15(3), 339–361. doi:10.1080/13632469.2010.491892
   Web of Science ®Google Scholar
• Ghaedi, K. and Ibrahim, Z. [2017]. “Earthquake prediction,” in Earthquakes - Tectonics, Hazard and Risk Mitigation, Ed. T. Zouaghi (InTechOpen, Croatia), pp. 205–227. doi:10.5772/65511
   Google Scholar
• Ghaedi, K., Hejazi, F., Ibrahim, Z. and Khanzaei, P. [2017a]. “Flexible foundation effect on seismic analysis of roller compacted concrete (RCC) dams using finite element method,” KSCE Journal of Civil Engineering 1–13. doi:10.1007/s12205-017-1088-6
   Web of Science ®Google Scholar
• Ghaedi, K., Ibrahim, Z., Adeli, H. and Javanmardi, A. [2017b]. “Invited Review: recent developments in vibration control of building and bridge structures,” Journal of Vibroengineering 19(5), 3564–3580. doi:10.21595/jve.2017.18900
   Web of Science ®Google Scholar
• Ghaedi, K., Jameel, M., Ibrahim, Z. and Khanzaei, P. [2016]. “Seismic analysis of roller compacted concrete (RCC) dams considering effect of sizes and shapes of galleries,” KSCE Journal of Civil Engineering 20(1), 261–272. doi:10.1007/s12205-015-0538-2
   Web of Science ®Google Scholar
• Gordan, M., Razak, H. A., Ismail, Z. and Ghaedi, K. [2017]. “Recent developments in damage identification of structures using data mining,” Latin American Journal of Solids and Structures 14(13), 2373–2401. doi:10.1590/1679-78254378
   Web of Science ®Google Scholar
• He, H., Wang, X. and Zhang, X. [2016]. “Energy-dissipation performance of combined low yield point steel plate damper based on topology optimization and its application in structural control,” Advances in Materials Science and Engineering 2016, 1–16. doi:10.1155/2016/5654619
   Web of Science ®Google Scholar
• Hsu, H.-L. and Halim, H. [2017]. “Improving seismic performance of framed structures with steel curved dampers,” Engineering Structures 130, 99–111. doi:10.1016/j.engstruct.2016.09.063
   Web of Science ®Google Scholar
• Janke, L., Czaderski, C., Motavalli, M. and Ruth, J. [2005]. “Applications of shape memory alloys in civil engineering structures—overview, limits and new ideas,” Materials and Structures 38(5), 578–592. doi:10.1007/BF02479550
   Google Scholar
• Javanmardi, A., Ibrahim, Z., Ghaedi, K., Jameel, M., Khatibi, H. and Suhatril, M. [2017a]. “Seismic response characteristics of a base isolated cable-stayed bridge under moderate and strong ground motions,” Archives of Civil and Mechanical Engineering 17(2), 419–432. doi:10.1016/j.acme.2016.12.002
   Web of Science ®Google Scholar
• Javanmardi, A., Ibrahim, Z., Ghaedi, K., Khan, N. B. and Benisi Ghadim, H. [2018]. “Seismic isolation retrofitting solution for an existing steel cable-stayed bridge,” PLOS ONE 13(7), e0200482. doi:10.1371/journal.pone.0200482
   PubMed Web of Science ®Google Scholar
• Javanmardi, A., Ibrahim, Z., Ghaedi, K. and Khatibi, H. [2017b]. “Numerical analysis of vertical pipe damper,” in IABSE Symposium Vancouver 2017: Engineering the Future (International Association for Bridge and Structural Engineering, Vancouver, Canada), pp. 2967–2973 (7). Retrived from https://www.ingentaconnect.com/contentone/iabse/report/2017/00000109/00000013/art00001
   Google Scholar
• Ji, X., Hikino, T., Kasai, K. and Nakashima, M. [2013]. “Damping identification of a full-scale passively controlled five-story steel building structure,” Earthquake Engineering & Structural Dynamics 42(2), 277–295. doi:10.1002/eqe.2208
   Web of Science ®Google Scholar
• Koetaka, Y., Chusilp, P., Zhang, Z., Ando, M., Suita, K. and Inoue, K. [2005]. “Mechanical property of beam-to-column moment connection with hysteretic dampers for column weak axis,” Engineering Structures 27, 109–117. doi:10.1016/j.engstruct.2004.09.002
   Web of Science ®Google Scholar
• Kurokawa, Y., Sakamoto, M., Yamada, T., Kurino, H., and Kunisue, A. [1998]. Seismic design of a tall building with energy dissipation damper for the attenuation of torsional vibration. The Structural Design Of Tall Buildings, 7(1),21-32.
   Google Scholar
• Lee, M., Lee, J. and Kim, J. [2017]. “Seismic retrofit of structures using steel honeycomb dampers,” International Journal of Steel Structures 17(1), 215–229. doi:10.1007/s13296-015-0101-5
   Web of Science ®Google Scholar
• Li, H. N. and Li, G. [2007]. “Experimental study of structure with ‘dual function’ metallic dampers,” Engineering Structures 29(8), 1917–1928. doi:10.1016/j.engstruct.2006.10.007
   Web of Science ®Google Scholar
• Mazzolani, F. M. [2001]. “Passive control technologies for seismic-resistant buildings in Europe,” Progress in Structural Engineering and Materials 3, 277–877. doi:10.1002/pse.83
   Google Scholar
• Mirtaheri, M., Zandi, A. P., Samadi, S. S. and Samani, H. R. [2011]. “Numerical and experimental study of hysteretic behavior of cylindrical friction dampers,” Engineering Structures 33(12), 3647–3656. doi:10.1016/j.engstruct.2011.07.029
   Web of Science ®Google Scholar
• Mitchell, R., Cha, Y.-J., Kim, Y. and Mahajan, A. A. [2015]. “Active control of highway bridges subject to a variety of earthquake loads,” Earthquake Engineering and Engineering Vibration 14(2), 253–263. doi:10.1007/s11803-015-0021-6
   Web of Science ®Google Scholar
• Morgen, B. G. and Kurama, Y. C. [2009]. “Characterization of two friction interfaces for use in seismic damper applications,” Materials and Structures 42(1), 35–49. doi:10.1617/s11527-008-9365-y
   Web of Science ®Google Scholar
• Nakashima, M., Iwai, S., Iwata, M., Takeuchi, T., Konomi, S., Akazawa, T. and Saburi, K.[1994]. “Energy dissipation behaviour of shear panels made of low yield steel,” Earthquake Engineering & Structural Dynamics 23(12), 1299–1313. doi:10.1002/eqe.4290231203
   Web of Science ®Google Scholar
• Ng, C. L. and Xu, Y. L. [2006]. “Seismic response control of a building complex utilizing passive friction damper: experimental investigation,” Earthquake Engineering and Structural Dynamics 35(6), 657–677. doi:10.1002/eqe.549
   Web of Science ®Google Scholar
• Oh, S.-H., Kim, Y.-J. and Ryu, H.-S. [2009]. “Seismic performance of steel structures with slit dampers,” Engineering Structures 31(9), 1997–2008. doi:10.1016/j.engstruct.2009.03.003
   Web of Science ®Google Scholar
• Park, S. K. and Han, K. B.[2004]. “Effects of seismic isolation bearing with sliding mechanism on the response of bridge,” Materials and Structures 37(6), 412–421. doi:10.1007/BF02479638
   Google Scholar
• Ponzo, F. C., Di Cesare, A., Nigro, D., Vulcano, A., Mazza, F., Dolce, M. and Moroni, C. [2012]. “Jet-Pacs project: dynamic experimental tests and numerical results obtained for a steel frame equipped with hysteretic damped chevron braces,” Journal of Earthquake Engineering 16(5), 662–685. doi:10.1080/13632469.2012.657335
   Web of Science ®Google Scholar
• Rai, D. C., Annam, P. K. and Pradhan, T. [2013]. “Seismic testing of steel braced frames with aluminum shear yielding dampers,” Engineering Structures 46, 737–747. doi:10.1016/j.engstruct.2012.08.027
   Web of Science ®Google Scholar
• Sahoo, D. R., Singhal, T., Taraithia, S. S. and Saini, A. [2015]. “Cyclic behavior of shear-and-flexural yielding metallic dampers,” Journal of Constructional Steel Research 114, 247–257. doi:10.1016/j.jcsr.2015.08.006
   Web of Science ®Google Scholar
• Shih, M.-H. and Sung, W.-P. [2005]. “A model for hysteretic behavior of rhombic low yield strength steel added damping and stiffness,” Computers & Structures 83(12–13), 895–908. doi:10.1016/j.compstruc.2004.11.012
   Web of Science ®Google Scholar
• Tsai, K., Chen, H., Hong, C. and Su, Y. [1993]. “Design of steel triangular plate energy absorbers for seismic-resistant construction,” Earthquake Spectra 9(3), 505–528. doi:10.1193/1.1585727
   Google Scholar
• Tsai, K. and Popov, E. [1988]. “Steel beam–column joints in seismic moment-resisting frames, Report No. UCB/EERC-88/19.” Earthquake Engineering Research Center, University of California, Berkeley, CA, 43.
   Google Scholar
• Weber, F., Feltrin, G. and Motavalli, M. [2005]. “Passive damping of cables with MR dampers,” Materials and Structures 38(5), 568–577. doi:10.1007/BF02479549
   Google Scholar
• Whittaker, A. S., Bertero, V. V., Alonso, J. L. and Thompson, C. L. [1989]. Earthquake Simulator Testing of Steel Plate Added Damping and Stiffness Elements, Report No. UCB/EERC- 89/02. University of California, Berkeley.
   Google Scholar
• Yamamoto, M. and Sone, T. [2014]. “Damping systems that are effective over a wide range of displacement amplitudes using metallic yielding component and viscoelastic damper in series,” Earthquake Engineering & Structural Dynamics 43(14), 2097–2114. doi:10.1002/eqe.2438
   Web of Science ®Google Scholar
• Zhang, C., Aoki, T., Zhang, Q. and Wu, M. [2015]. “The performance of low-yield-strength steel shear-panel damper with without buckling,” Materials and Structures 48(4), 1233–1242. doi:10.1617/s11527-013-0228-9
   Web of Science ®Google Scholar