Wang Yayong. A review of seismic response spectra, Time history analysis and energy method [J]. Journal of Building Structures, 2000, 21(1): 21―28. (in Chinese)
Yang Pu, Li Yingmin, Lai Ming. A new method for selecting inputing waves for time-history analysis [J]. China Civil Engineering Journal, 2000, 33(6): 33―37. (in Chinese)
Li Yingmin, Lai Ming, Bai Shaoliang. Ground motion input on engineering structure [C]. Chongqing: Proceedings of the 12th National Conference on Structural Engineering, 2003: 94―105. (in Chinese)
Chen Liang, Li Jianzhong. The influence of response spectral shape of earthquake ground motions on nonlinear seismic responses of reinforced concrete girder bridge structures [J]. Engineering Mechanics, 2011, 28(10): 86―92. (in Chinese)
Qu Zhe, Ye Lieping, Pan Peng. Comparative study on methods of selecting earthquake ground motions for nonlinear time history analyses of building structures [J]. China Civil Engineering Journal, 2011, 44(7): 10―21. (in Chinese)
Lu Xinzheng, Ye Lieping, Miu Zhiwei. Elasto-plastic analysis of buildings against earthquake-theory, model and implementation on ABAQUS, MSC.MARC and SAP2000 [M]. Beijing: China Building Industry Press, 2009: 63―83. (in Chinese)
[13]
Heo Y, Kunnath S K, Abrahamson N. Amplitude-scaled versus spectrum-matched ground motions for seismic performance assessment [J]. Journal of Structural Engineering, 2011, 137(3): 278―288.
[14]
GB50011-2010, 建筑抗震设计规范[S]. 北京: 中国建筑工业出版社, 2010.
[15]
GB50011-2010, The Chinese code for seismic design of buildings [S]. Beijing: China Architecture and Building Press, 2010. (in Chinese)
Quan Wei, Li Hongnan. Comparison of methods of generation of spectrum-compatible artificial earthquake through the modification of available records [J]. Journal of Disaster Prevention and Mitigation Engineering, 2008, 28(1): 91―97. (in Chinese)
[18]
NIST. Selecting and scaling earthquake ground motions for performing response-history [R]. Gaithersburg, Maryland: NEHRP Consultants Joint Venture, 2011.
[19]
JGJ3-2010, 高层建筑混凝土结构技术规程[S]. 北京: 中国建筑工业出版社, 2010.
[20]
JGJ3-2010, The Chinese technical specification for concrete structures of tall buildings [S]. Beijing: China Architecture and Building Press, 2010. (in Chinese)
[21]
Reinhorn A M, Kunnath S K, Valles R E, Li C, Madan A. IDARC2D version 6.1: A computer program for the inelastic damage analysis of buildings [S]. US National Center for Earthquake Engineering Reseaarch (NCEER), 2006.
Chen Bo. Ground motion selection and modification methods for performing nonlinear dynamic analysis of buildings [D]. Beijing: Institute of Geophysics, China Earthquake Administration, 2013. (in Chinese)
[24]
Kadas K, Yakut A, Kazaz I. Spectral gfround motion intensity based on capacity and period elongation [J]. Journal of Structural Engineering, 2011, 137(3): 401―409.
Han Jianping, Chen Jiqiang, Yan Qing, Luo Yi. State of the art of ground motion intensity measures accounting for the influence of spectral shape [C]. Lanzhou: Proceedings of the 23th National Conference on Structural Engineering, 2014: 36―45. (in Chinese)
[27]
Baker J W, Jayaram N. Correlation of spectral acceleration values from NGA ground motion models [J]. Earthquake Spectra, 2008, 24(1): 299―317.
[28]
Baker J W, Allin Cornell C. A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon [J]. Earthquake Engineering & Structural Dynamics, 2005, 34(10): 1193―1217.
