과제정보
This research was supported by a grant(2021-MOIS35-003) of 'Policy-linked Technology Development Program on Natural Disaster Prevention and Mitigation' funded by Ministry of Interior and Safety (MOIS, Korea).
참고문헌
- ACI (2011), Building Code Requirements for Structural Concrete (ACI 318-11) In American Concrete Institute.
- Amini, F., Bitaraf, M., Nasab, M.S.E. and Javidan, M.M. (2018), "Impacts of soil-structure interaction on the structural control of nonlinear systems using adaptive control approach", Eng. Struct., 157, 1-13. https://doi.org/10.1016/j.engstruct.2017.11.071.
- ASCE (2013), Seismic Evaluation and Retrofit Rehabilitation of Existing Buildings, ASCE Reston, VA, USA.
- ASCE (2017), Minimum Design Loads and Associated Criteria for Buildings and Other Structures, ASCE Reston, VA, USA.
- Askouni, P.K. and Karabalis, D.L. (2021), "SSI effects on the redistribution of seismic forces in one-storey r/c buildings", Earthq. Struct., 20(3), 261-78. https://doi.org/10.12989/eas.2021.20.3.261.
- Bahrani, M.K., Nooralizadeh, A., Usefi, N. and Zargaran, M. (2019),"Seismic evaluation and partial retrofitting of concrete bridge bents with defect details", Latin American J. Solids Struct., 16, https://doi.org/10.1590/1679-78255158.
- Beigi, H.A., Christopoulos, C., Sullivan, T. and Calvi, G.M. (2014), "Gapped-inclined braces for seismic retrofit of soft-story buildings", J. Struct. Eng. 140(11), 4014080. https://ascelibrary.org/doi/10.1061/(ASCE)ST.1943-541X.
- Benavent-Climent, A. and Mota-Paez, S. (2017), "Earthquake retrofitting of R/C frames with soft first story using hysteretic dampers: energy-based design method and evaluation", Eng. Struct., 137, 19-32. https://doi.org/10.1016/j.engstruct.2017.01.053.
- Boulanger, R.W. (2018), "The pysimple1, tzsimple1, and qzsimple1 material models, documentation for the opensees platform, 2000", Http://Opensees.Berkeley.Edu.
- Dereje, J.A., Eldin, M.N. and Kim, J. (2021), "Seismic retrofit of a soft first story structure using an optimally designed post-tensioned pc frame", Earthq. Struct. 20(6), 627-37. https://doi.org/10.12989/eas.2021.20.6.000.
- Azandariani, M.G., Rousta, A.M., Usefvand, E., Abdolmaleki, H. and Azandariani, A.G. (2021), "Improved seismic behavior and performance of energy-absorbing systems constructed with steel rings", Structures, 29, 534-548. https://doi.org/10.1016/j.istruc.2020.11.041.
- Javidan, M.M. and Kim, J. (2019), "Seismic retrofit of soft-first-story structures using rotational friction dampers", J. Struct. Eng., 145(12), 4019162. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002433.
- Javidan, M.M. and Kim, J. (2020), "Steel hysteretic column dampers for seismic retrofit of soft-first-story structures", Steel Compos. Struct., 37, 259-272. https://doi.org/10.12989/scs.2020.37.3.259.
- Javidan, M.M., Chun, S. and Kim, J. (2021), "Experimental study on steel hysteretic column dampers for seismic retrofit of structures", Steel Compos. Struct., 40, 495-509. https://doi.org/10.12989/scs.2021.40.4.495.
- Javidan, M.M., Nasab, M.S.E. and Kim, J. (2021), "Full-scale tests of two-story RC frames retrofitted with steel plate multi-slit dampers", Steel Compos. Struct., 39, 645-664. https://doi.org/10.12989/scs.2021.39.5.645.
- Jayalekshmi, B.R. and Chinmayi, H.K. (2016), "Seismic analysis of shear wall buildings incorporating site specific ground response", Struct. Eng. Mech. Int. J., 60(3), 433-53. https://doi.org/10.12989/sem.2016.60.3.433.
- Kim, J., Choi, H. and Chung, L. (2004), "Energy-based seismic design of structures with buckling-restrained braces", Steel Compos. Struct., 4(6), 437-52. https://doi.org/10.12989/scs.2004.4.6.437.
- Kim, J., Park, J. and Kim, S.D. (2009), "Seismic behavior factors of buckling-restrained braced frames", Struct. Eng. Mech., 33(3), 261-84. https://doi.org/10.12989/sem.2009.33.3.261.
- Kim, J., Kim, M. and Eldin, M.N. (2017), "Optimal distribution of steel plate slit dampers for seismic retrofit of structures", Steel Compos. Struct., 25, 473-484. https://doi.org/10.12989/scs.2017.25.4.473.
- Lee, J. and Kim, J. (2015), "Seismic performance evaluation of moment frames with slit-friction hybrid dampers", Earthq. Struct., 9(6), 1291-1311. https://doi.org/10.12989/eas.2015.9.6.1291
- Lee, S.K., Park, J.H., Moon, B.W., Min, K.W., Lee, S.H. and Kim, J. (2008), "Design of a bracing-friction damper system for seismic retrofitting", Smart Struct. Syst., 4(5), 685-96. https://doi.org/10.12989/sss.2008.4.5.685.
- Lignos, D.G. and Krawinkler, H. (2013), "Development and utilization of structural component databases for performance-based earthquake engineering", J. Struct. Eng., 139(8), 1382-94. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000646.
- Mazzoni, S., McKenna, F., Scott, M.H. and Fenves, G.L. (2006), "OpenSees command language manual", Pacific Earthquake Engineering Research (PEER) Center 264: 137-58.
- Mohammadi, M., Kafi, M.A., Kheyroddin, A. and Ronagh, H. (2020), "Performance of innovative composite buckling-restrained fuse for concentrically braced frames under cyclic loading", Steel Compos. Struct., 36, 163-77. https://doi.org/10.12989/scs.2020.36.2.163.
- Oncu-Davas, S. and Alhan, C. (2019), "Probabilistic behavior of semi-active isolated buildings under pulse-like earthquakes", Smart Struct. Syst., 23(3), 227-242. https://doi.org/10.12989/sss.2019.23.3.227.
- Naeem, A. and Jinkoo, K. (2018), "Seismic retrofit of a framed structure using damped cable system", Steel Compos. Struct., 29(3), 287-299. https://doi.org/10.12989/scs.2018.29.3.287.
- Nasab, M.S.E., Javidan, M.M., Chun, S. and Kim, J. (2021), "Experimental study on seismic retrofit of a rc frame using viscoelastic dampers", Structures, 34, 771-86. https://doi.org/10.1016/j.istruc.2021.08.044.
- Van Nguyen, Q., Fatahi, B. and Hokmabadi, A.S. (2016), "The effects of foundation size on the seismic performance of buildings considering the soil-foundation-structure interaction", Struct. Eng. Mech., 58(6), http://dx.doi.org/10.12989/sem.2016.58.6.1045.
- Noureldin, M., Ahmed, S. and Kim, J. (2021), "Self-centering steel slotted friction device for seismic retrofit of beam-column joints", Steel Compos. Struct., 41, 13-30. https://doi.org/10.12989/scs.2021.41.1.013.
- Noureldin, M., Adane, M. and Kim, J. (2021), "Seismic fragility of structures with energy dissipation devices for mainshock-aftershock events", Earthq. Struct., 21(3), 219-30. https://doi.org/10.12989/eas.2021.21.3.219.
- Park, J., Lee, J. and Kim, J. (2012), "Cyclic test of buckling restrained braces composed of square steel rods and steel tube", Steel Compos. Struct., 13(5), 423-36. https://doi.org/10.12989/scs.2012.13.5.423.
- Raychowdhury, Prishati (2008), Nonlinear Winkler-Based Shallow Foundation Model for Performance Assessment of Seismically Loaded Structures, University of California, San Diego.
- Sahoo, D.R. and Rai, D.C. (2013), "Design and evaluation of seismic strengthening techniques for reinforced concrete frames with soft ground story", Eng. Struct., 56, 1933-44. https://doi.org/10.1016/j.engstruct.2013.08.018.
- Xu, Z.D. (2009), "Horizontal shaking table tests on structures using innovative earthquake mitigation devices", J. Sound Vib., 325, 34-48. https://doi.org/10.1016/j.jsv.2009.03.019.
- Xu, Z.D., Ge, T. and Liu, J. (2020), "Experimental and theoretical study of high-energy dissipation-viscoelastic dampers based on acrylate-rubber matrix", J. Eng. Mech., 146(6), 4020057. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001802.
- Xu, Z.D., Xu, F.H. and Chen, X. (2016), "Vibration suppression on a platform by using vibration isolation and mitigation devices", Nonlinear Dynam., 83(3), 1341-53. https://doi.org/10.1007/s11071-015-2407-4.
- Yousef-beik, S.M.M., Veismoradi, S., Zarnani, P. and Quenneville, P. (2020), "A new self-centering brace with zero secondary stiffness using elastic buckling", J. Constr. Steel Res., 169, 106035. https://doi.org/10.1016/j.jcsr.2020.106035.