Damage Evaluation and Limit States of Rocking Concrete Walls with Energy Dissipaters

References

• Aaleti,S., and S.Sritharan. 2009. Asimplified analysis method for characterizing unbonded post-tensioned precast wall systems. Engineering Structures, Elsevier 31 (12): 2966–75. July. doi:https://doi.org/10.1016/j.engstruct.2009.07.024.
   Web of Science ®Google Scholar
• Architectural Institute of Japan. 2014. Recommended provisions for seismic damping systems applied to steel structures. (in Japanese)
   Google Scholar
• Architectural Institute of Japan: Guidelines for Structural design and construction of prestressed concrete buildings based on performance evaluation concept (draft), 2015 (in Japanese)
   Google Scholar
• Edo,H., and J.Takeda. 1977. Elastic-plastic earthquake response frame analysis of reinforced concrete structures, Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Japan. (In Japanese)
   Google Scholar
• Holden,T., J.Restrepo, and J.B.Mander:. 2003. Seismic performance of precast reinforced and prestressed concrete walls. Journal of Structural Engineering, ASCE. 286–296. March.
   Google Scholar
• Hoshikuma,J., K.Kawashima, K.Nagaya, and A.Stress-Strain. 1995. Model for reinforced concrete columns confined by lateral reinforcement. Journal of Japan Society of Civil Engineers. August. 28: 1–11 . (In Japanese).
   Google Scholar
• Kurama,Y., S.Pessiki, R.Sause, and L.-W.Lu. 1999. Seismic behavior and design of unbonded post-tensioned precast concrete walls. Precast/Prestressed Concrete Institute Journal. 72–89. May-June.
   Google Scholar
• Marriott,D., S.Pampanin, D.Bull, and A.Palermo. 2008. Dynamic testing of precast, post-tensioned rocking wall systems with alternative dissipating solutions, NZSEE Conference, Paper Number 39.
   Google Scholar
• Morgen,B.G., and Y.C.Kurama. 2004. A friction damper for post-tensioned precast concrete beam-to-column joints, 13th World Conference on Earthquake Engineering, Vancouver, Paper No. 3189, Canada, August 1–6
   Google Scholar
• Mukai,T., K.Morita, M.Tamari, A.Hattori, Y.Fukuda, T.Ishikawa, T.Saito, and H.Fukuyama. 2014. Case study on reparable and post-earthquake functionality evaluation using database for building. AIJ Journal of Technology and Design. 20 (46): 991–96. October. (In Japanese). doi:https://doi.org/10.3130/aijt.20.991.
   Google Scholar
• National Institute for Land and Infrastructure Management and Building Research Institute. 2012. Report of damage investigation due to the 2011 off the Pacific coast of Tohoku Earthquake, Vol. 674 (National Institute for Land and Infrastructure Management) and Vol. 136 (Building Research Institute), 3. (in Japanese)
   Google Scholar
• Netrattana,C., T.Rafik, H.Watanabe, S.Kono, D.Mukai, M.Tani, and M.Sakashita. 2017. Assessment of ultimate drift capacity of RC shear walls by key design parameters. Bulletin of the New Zealand Society for Earthquake Engineering 50 (4): 482–93. December. doi:https://doi.org/10.5459/bnzsee.50.4.482-493.
   Google Scholar
• Obara,T., T.Kuwabara, H.Watanabe, S.Kono. 2018a. R.Performance and ultimate flexural capacity of unbonded precast post-tensioned walls with energy dissipating elements. Journal of Structural and Construction Engineering (Transactions of AIJ). 1855–65. December (In Japanese). doi:https://doi.org/10.3130/aijs.83.1855.
   Google Scholar
• Obara,T., H.Watanabe, T.Kuwabara, and S.Kono. 2018b. Damage controlling performance of unbonded post-tensioned precast concrete walls. Journal of Structural and Construction Engineering (Transactions of AIJ). 83 (748): 879–89. June. (In Japanese).
   Google Scholar
• Palermo,A., S.Pampanin, and A.Carr. 2006. Efficiency of simplified alternative modeling approaches to predict the seismic response of precast concrete hybrid systems, fib Symposium, Budapest, pp. 1–7.
   Google Scholar
• Paulay,T., and M.J.N.Priestley. Seismic design of reinforced concrete and masonry buildings. USA: John Wiley & Sons, INC.
   Google Scholar
• Perez,F.J., R.Sause, and S.Pessiki. 2007. Analytical and experimental lateral load behavior of unbonded posttensioned precast concrete walls. Journal of Structural Engineering, ASCE 133 (11): 1531–40. November. doi:https://doi.org/10.1061/(ASCE)0733-9445(2007)133:11(1531).
   Web of Science ®Google Scholar
• Priestley,M.J.N. 1991. Overview of PRESSS research program. Precast/Prestressed Concrete Institute Journal. 36: 50–57. July-August
   Google Scholar
• Priestley,M.J.N. 1996. The PRESSS program– current status and proposed plans for phase III. Precast/Prestressed Concrete Institute Journal. 41: 22–40. March-April
   Google Scholar
• Priestley,M.J.N., S.Sritharan, J.R.Conley, and S.Pampanin. 1999. Preliminary Results and conclusions from the PRESSS five-story precast concrete test-buildings. Precast/Prestressed Concrete Institute Journal. 44: 42–67. November-December
   Google Scholar
• Priestley,M.J.N., and J.R.Tao. 1993. Seismic response of precast prestressed concrete frames with partially debonded tendons. Precast/Prestressed Concrete Institute Journal. 38: 58–69. January-February
   Google Scholar
• Rahman,A.M., and J.I.Restrepo. 2000. Earthquake resistant precast concrete buildings: seismic performance of cantilever walls prestressed using unbonded tendons. Research Report 2000-5. New Zealand: University of Canterbury, pp. 1–110, August.
   Google Scholar
• Scott,B.D., R.Park, and M.J.N.Priestley:. 1982. Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates. ACI Journal 79: 13–27. January-February.
   Google Scholar
• Smith,B.J., Y.C.Kurama, and M.J.McGinnis:. 2011. Design and measured behavior of ahybrid precast concrete wall specimen for seismic regions. Journal of Structural Engineering, ASCE. 1052–62. October.
   Google Scholar
• Smith,B.J., Y.C.Kurama, and M.J.McGinnis:. 2013. Behavior of precast concrete shear walls for seismic regions: comparison of hybrid and emulative specimens. Journal of Structural Engineering, ASCE. 1917–27. November.
   Google Scholar
• Sritharan,S., S.Aaleti, R.S.Henry, K.-Y.Liu, and K.-C.Tsai. 2015. Precast concrete wall with end columns (PreWEC) for earthquake resistant design. Earthquake Engineering & Structural Dynamics 44 (12): 2075–92. March. doi:https://doi.org/10.1002/eqe.2576.
   Web of Science ®Google Scholar
• Sugata,M., and T.Nakatsuka. 2004. Experimental study for load-deflection characteristics of precast prestressed flexural members with unbonded tendon and mild steel. Journal of Structural and Construction Engineering (Transactions of AIJ) 69 (584): 153–59. October. (In Japanese). doi:https://doi.org/10.3130/aijs.69.153_2.
   Google Scholar
• Tanaka,K., Y.Sasaki, and S.Yoneyama. 1999. An experimental study on hysteretic performance of shear panel dampers using different strength type of steel under static loading. Journal of Structural and Construction Engineering, Architectural Institute of Japan 64 (520): 117–24. June. (In Japanese). doi:https://doi.org/10.3130/aijs.64.117_1.
   Google Scholar
• Watkins,J., R.S.Henry, and S.Sritharan. 2013. Computational modelling of self-centering precast concrete walls, COMPDYN 2013, 4th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Greece, 12-14 June.
   Google Scholar