[1] MIRANDA E. Evaluation of site-dependent sinelastic seismic design spectra[J]. Journal of Structural Engineering, 1993, 119(5):1319-1338.
[2] LEE L H, HAN S W, OH Y H. Determination of ductility factor considering different hysteretic models[J]. Earthquake Engineering and Structural Dynamics, 1999, 28(9):957-977.
[3] 赵永峰, 童根树. 剪切滑移滞回模型的结构影响系数[J]. 工程力学, 2009, 26(4):73-81. ZHAO Yong-feng, TONG Gen-shu. Seismic force modification factors for structures with shear-slip hysteretic model[J]. Engineering Mechanics, 2009, 26(4):73-81.
[4] NEHRP FEMA P695.Quantification of building seismic performance factors[S]. Washington D.C.:FEMA, 2009.
[5] PEER/ATC-72-1.Modeling and acceptance criteria for seismic design and analysis of tall buildings[S]. Redwood City, CA:Applied Technology Council, 2010.
[6] 童根树, 叶赟, 张磊. 3种理想化滞回模型下的弹塑性反应谱对比[J]. 浙江大学学报:工学版, 2014, 48(04):693-703. TONG Gen-shu, YE Yun, ZHANG Lei. Comparative study on elastic-plastic response spectra of three idealized hysteretic models[J]. Journal of Zhejiang University:Engineering Science, 2014, 48(04):693-703.
[7] ZHAI C H, WEN W P, LI S, et al. The ductility-based strength reduction factor for the main shock-aftershock sequence-type ground motions[J]. Bulletin of Earthquake Engineering, 2015, 13(10):2893-2914.
[8] TONG G, ZHAO Y. Seismic force modification factors for modified-Clough hysteretic model[J].Engineering Structures, 2007; 29(11):3053-3070.
[9] MIRANDA E, BERTERO VV. Evaluation of strength reduction factors for earthquake-resistant design[J].Earthquake Spectra, 1994, 10(2):357-379.
[10] FARROW K T, KURAMA Y C. SDOF demand index relationships for performance-based seismic design[J]. Earthquake Spectra, 2003, 19(4):799-838.
[11] ZHAO Y, TONG G. An investigation of characteristic periods of seismic ground motions[J].Journal of Earthquake Engineering, 2009, 13(4):540-565.
[12] NEWMARK N M, HALL W J. Earthquake spectra and design[R]. Berkeley:Earthquake Engineering Research Institute, 1982.
[13] NASSAR A A, KRAWINKLER H. Seismic demands for SDOF and MDOF systems[R]. Palo Alto:John A. Blume Earthquake Engineering Center, 1991.
[14] 童根树, 赵永峰. 动力P-Δ效应对地震作用折减系数的影响[J]. 浙江大学学报:工学版, 2007, 41(1):120-125. TONG Gen-shu, ZHAO Yong-feng. Dynamic P-Δ effects on seismic force modification factors[J]. Journal of Zhejiang University:Engineering Science, 2007, 41(1):120-125.
[15] VELETSOS A S, VANN W P. Response of ground-excited elastoplastic systems[J]. Journal of the Structural Division, 1971, 97(4):1257-1281.
[16] CAI J, BU G, ZHOU J, et al. Modification ofductility reduction factor for strength eccentric structures subjected to pulse-like ground motions[J]. Journal of Earthquake Engineering, 2016, 20(1):12-38.
[17] GANJAVI B, HAO H. Strength reduction factor for MDOF soil-structure systems[J].Structural Design of Tall and Special Buildings, 2014, 23(3):161-180.
[18] LU Y, HAJIRASOULIHA I, MARSHALL A M. Performance-based seismic design of flexible-base multi-storey buildings considering soil-structure interaction[J]. Engineering Structures, 2016, 108:90-103.
[19] MOGHADDAM H, MOHAMMADI R K. Ductility reduction factor of MDOF shear-building structures[J]. Journal of Earthquake Engineering, 2001, 5(03):425-440.
[20] SANTA-ANA P R, MIRANDA E. Strengthreduction factors for multi-degree-of-freedom systems[C]//Proceedings of 12th World Conference of Earthquake Engineering. Auckland:IAEE, 2000.
[21] 蔡志恒. 双周期标准化的弹塑性反应谱研究[D]. 杭州:浙江大学, 2011. CAI Zhi-heng. Inelastic spectra normalized by two characteristic periods[D]. Hangzhou:Zhejiang University, 2011.
[22] SENEVIRATNA G D P K, KRAWINKLER H. Evaluation of inelastic MDOF effects for seismic design[R]. Palo Alto:John A. Blume Earthquake Engineering Center, 1997.
[23] ASCE 7.Minimum design loads for buildings and other structures[S]. Reston, VA:ASCE, 2010.
[24] CHOPRA A K. Dynamics of Structures:theory and applications to earthquake engineering[M]. 5th ed. Upper Saddle River:Pearson, 2017.
[25] LOI F T, GRUNDY P. Cyclic moment-curvature characteristics of mild steel[J]. Matériaux et Construction, 1980, 13(5):371-382.
[26] VELETSOS A S, NEWMARK N M. Effect of inelastic behavior on the response of simple systems to earthquake motions[C]//Proceedings of the 2nd World Conference on Earthquake Engineering. Tokyo:WCEE, 1960:895-912.
[27] VELETSOS A S, NEWMARK N M, CHEPALATI C V. Deformation spectra for elastic and elastoplastic systems subjected to ground shock and earthquake motion[C]//Proceedings of the 3rd World Conference on Earthquake Engineering. Auckland:WCEE, 1965:663-682. |