과제정보
The research described in this paper was financially supported by the Natural Science Foundation of China (no.51478091), the Young and Middle-aged Talents research Project of the National Ethnic Affairs Commission of China in 2019 (no: 0908210012) and the Discipline Team Project of Dalian Minzu University (no: 04442024045).
참고문헌
- Ahmadi, E. and Khoshnoudian, F. (2015), "Near-fault effects on strength reduction factors of soil-MDOF structure systems", Soils Found., 55(4), 841-856. https://doi.org/10.1016/j.sandf.2015.06.015.
- Borzi, B. and Elnashai, A.S. (2000), "Refined force reduction factors for seismic design", Eng. Struct., 22(5), 1244-1260. https://doi.org/10.1016/S0141-0296(99)00075-9.
- Builidng Seismic Safety Council (2003), "NEHRP recommended provisions for seismic regulations for new buildings and other structures", Report. FEMA-450; Federal Emergency Management Agency, Washington, D.C., USA.
- Gamit, K. and Amin, J.A. (2021), "Drift and response reduction factor of RC frames designed with DDBD and FBD approach", J. Inst. Engineers: Series A, 102,137-151. https://doi.org/10.1007/s40030-020-00488-8.
- Harikrishnan, M.G. and Gupta, V.K. (2020), "Scaling of residual displacements in terms of elastic and inelastic spectral displacements for existing SDOF systems", Earthq. Eng. Eng. Vib., 19, 71-85. https://doi.org/10.1007/s11803-020-0548-z.
- He, W.L. and Agrawal, A.K. (2004), "Pulse strength reduction factor for structures subject to near-field earthquakes", Structures 2004: Building on the Past, Securing the Future, 1-8.
- Kalapodis, N.A., Papagiannopoulos, G.A. and Beskos, D.E. (2018), "Modal strength reduction factors for seismic design of plane steel braced frames", J. Constr. Steel Res., 147, 549-563. https://doi.org/10.1016/j.jcsr.2018.05.004.
- Krawinkler, H. and Nassar, A.A. (1992), "Seismic design based on ductility and cumulative damage demand and capacities", Nonlinear Seismic Analysis and Design of Reinforced Concrete Buildings, Applied Science, New York, USA, 23-40.
- Lee, L.H. and Han, S.W. (1999), "Determination of ductility factor considering different hysteretic models", Earthq, Eng Struct, D,, 28, 957-977. https://doi.org/10.1002/(SICI)1096-9845(199909)28:9<957::AIDEQE849>3.0.CO;2-K.
- Loulelis, D.G., Papagiannopoulos, G.A. and Beskos, D.E. (2018), "Modal strength reduction factors for seismic design of steel moment resisting frames", Eng. Struct., 154, 23-37. https://doi.org/10.1016/j.engstruct.2017.10.071.
- Lu, Y. and Wei, J.W. (2008), "Damage-based inelastic response spectra for seismic design incorporating performance consierations", Soil Dyn. Earthq. Eng., 28, 536-549. https://doi.org/10.1016/j.soildyn.2007.08.002.
- Miranda, E. and Bertero, V.V. (1994), "Evaluation of strength reduction factor for earthquake-resistance design", Earthq. Spectra, l0(2), 357-379. https://doi.org/10.1193/1.1585778.
- Muho, E.V., Papagiannopoulos, G.A. and Beskos, D.E. (2018), "A seismic design method for reinforced concrete moment resisting frames using modal strength reduction factors", Original Research, 17, 337-390. https://doi.org/10.1007/s10518-018-0436-3.
- Newmark, N.M. and Hall, W.J. 1973), "Seismic design criteria and nuclear reactor facilities", Report No.46; Building Practices for Disaster Mitigation, National Bureau of Standard, U.S. Department of Commerce, 209-236.
- Ramon, M.L., Ahmad, I.R. and Javier, S.R., Ronald, T.M., Eduardo, N.C. and Guillermo, B.L. (2022), "Assessment of strength reduction factor on concrete moment frames according to the new venezuelan seismic code", Buildings, 12(3), 255. https://doi.org/10.3390/buildings12030255.
- Salimbahrami, S.R. and Gholhaki, M. (2019), "Effects of higher modes and degrees of freedom (DOF) on strength feduction factor in reinforced concrete frames equipped with steel plate shear wall", Structures, 19, 234-247. https://doi.org/10.1016/j.istruc.2019.01.015.
- Savvinos, A., Karim, T. and Gerard, J.O. (2022), "Ground motion directionality effects on inelastic spectral displacements", Proceedings of the 3rd European Conference on Earthquake Engineering and Seismology, Bucharset, Romania, September.
- Shi, Y., Wang, D.S. and Qin, H.G., Che, X., Han, J. and Zhang, Z. (2023), "Strength reduction factor spectra for SDOF systems with structural fuses", Soil Dyn. Earthq. Eng., 169, 107895. https://doi.org/10.1016/j.soildyn.2023.107895.
- Silva, A.H.A., Tsiavos, A. and Stojadinovic, B. (2023), "Ductility-strength and strength-ductility relations for a constant yield dispalcement seismic design procedure", Bull. Earthq. Eng., 21, 4449-4479. https://doi.org/10.1007/s10518-023-01683-1.
- Sun, L., Lv, Y. and Wei, M., Sun, H. and Zhu, J. (2020), "Shear thickening fluid based on silica with neodymium oxide nanoparticles", Bull. Mater. Sci., 43(1), 132. https://doi.org/10.1007/s12034-020-02134-2.
- Thuat, D.V., Chuong, H.V. and Duong, B. (2020), "Relationship of strength reduction factor and maximum ductility factor for seismic design of one-storey industrial steel frames", Asian J. Civil Eng., 21, 841-856. https://doi.org/10.1007/s42107-020-00244-0.
- Vidic, T., Fajfar, P. and Fischinger, M. (1994), "Consistent inelastic design spectra: strength and displacement", Earthq, Eng Struct, D,, 23(3), 507-521. https://doi.org/10.1002/eqe.4290230504.
- Wang, F., Li, H.N. and Yi, T.H. (2009), "Studies on strength reduction factor spectra of constant ductility factors for bi-directional earthquake motions", J. Vib. Eng., 22(2), 193-199. (in Chinese).
- Wang, F., Li, H.N. and Zhang, C.Q. and Zhang, Y.Z. (2023), "Damage-based strength reduction factor spectra of structures subjected to bidirectional ground motions", Adv. Struct. Eng., 26(1), 72-88. https://doi.org/10.1177/13694332221119866.
- Wang, F. and Li, H.N. (2014), "Research on the strength reduction factor spectra based on the superposition of bi-directional earthquake excitations", Earthq. Eng. Eng. Dyn., 34(1), 19-26. (in Chinese).
- Zhang, Y.Q., Chen, J. and Sun, C.X. (2017), "Damage-based strength reduction factor for nonlinear structures subjected to sequence-type ground motions", Soil Dyn. Earthq. Eng., 92: 298-311. https://doi.org/10.1016/j.soildyn.2016.10.002.