[1] BOIT M A. Transient oscillations in elastic system[D]. Aeronautics Department, Calif Inst of Tech, Pasadena, California, 1932.
[2] TRIFUNAC M D. Boit response spectrum[J]. Soil Dynamics and Earthquake Engineering, 2006, 26(6):491-500.
[3] TRIFUNAC M D. Brief history computation of earthquake response spectra [J]. Soil Dynamics and Earthquake Engineering, 2006, 26(6):501-508.
[4] 王博,白国良,代慧娟. 典型地震动作用下长周期单自由度体系地震反应分析[J]. 振动与冲击, 2013, 32(15):190-196.
WANG Bo, BAI Guoliang, DAI Huijuan. Seismic Response Analysis of Long Period Single Degree of Freedom System under Typical Ground Motion [J]. Vibration and Impact, 2013, 32(15):190-196.
[5] 胡聿贤. 地震工程学(第二版)[M]. 北京: 地震出版社, 2006.
HU Yuxian. Earthquake Engineering (Second Edition) [M]. Beijing: Seismological Press, 2006.
[6] 中华人民共和国住房和城乡建设部.GB50011-2010,建筑震设计规范[S].北京: 中国建筑工业出版社,2010.
Ministry of Housing and Urban-Rural Construction of the People's Republic of China. GB50011-2010, Code for Seismic Design of Buildings [S]. Beijing: China Construction Industry Press, 2010.
[7] 毛天尔,曾双双,栾极,冯程程. 抗震设计反应谱的动力放大系数[J]. 土木工程与管理学报, 2012, 29(1):89-92.
MAO Tianer, ZENG Shuangshuang, LUAN Ji, Feng Chengcheng. Dynamic Amplification Factor of Seismic Design Response Spectrum [J]. Journal of Civil Engineering and Management, 2012, 29(1): 89-92.
[8] 徐龙军,谢礼立,胡进军. 抗震设计谱的发展及相关问题综述[J]. 世界地震工程, 2007, 23(2): 49-57.
XU Longjun, XIE Lili, HU Jinjun. Development of seismic design spectra and related issues [J]. World Seismic Engineering, 2007, 23(2): 49-57.
[9] ZHOU Jing, JIANG Yi, WANG Lixiao. A long-period elastic response spectrum based on the site-classification of Chinese seismic code[J]. Soil Dynamic and Earthquake Engineering,2018, 115(7):622-633.
[10] VUKOBRATOVIC V, FAJFAR P. Code-oriented acceleration spectra for building structures[J]. Bulletin of Earthquake Engineering, 2017,15(10):3013-3026.
[11] MICHELE P, STEFANO S, GIADA G, TOMASO T. A statistical study on the peak ground parameters and amplification factors for an updated design displacement spectrum and a criterion for the selection of recorded ground motions[J]. Engineering Structures, 2014,76(8):163-176.
[12] 肖燕武. 地震反应谱的局限性及最新发展[J]. 水利与建筑工程学报, 2010, 8(6): 56-58.
XIAO Yanwu. Limitations of Seismic Response Spectrum and Recent Development [J]. Journal of Water Resources and Construction Engineering, 2010, 8(6): 56-58.
[13] ADHIKARY S, SINGH Y. Effect of site amplification on inelastic seismic response[J]. Earthquake Engineer and Engineer Vibration, 2019,18(3):535-554.
[14] 哈莉娅-达力列汗. 反应谱及反应谱的局限性[J]. 工程结构, 2004, 24(6): 110-112.
HALIA-Dudley Khan, Limitations of Response Spectrum and Response Spectrum [J]. Engineering Structure, 2004, 24(6): 110-112.
[15] SURANA, MITESH. Evaluation of seismic design provisions for acceleration-sensitive non-structural components[J]. Earthquakes and Structures, 2019,16(5):611-623.
[16] 胡聿贤,周锡元.弹性体系在平稳和平稳化地面运动下的反应: 中国科学院土木建筑研究所. 地震研究报告集(第一集)[C]. 北京: 科学出版社, 1962.
HU Yixian, ZHOU Xiyuan. Response of Elastic System to Stationary and Stabilized Ground Motion: Institute of Civil Architecture: Chinese Academy of Sciences. Seismological Research Report (first episode) [C]. Beijing: Science Press, 1962.
[17] 谭启迪, 薄景山, 郭晓云. 反应谱及标定方法研究的历史与现状[J]. 世界地震工程, 2017, 33(2): 46-54.
TAN Qidi, BO Jingshan, GUO Xiaoyun. History and Current Status of Research on Response Spectrum and Calibration Methods [J]. World Seismic Engineering, 2017, 33(2): 46-54
[18] 刘文光, 何文福, 霍达, 李婕, 冯德民.隔震结构设计加速度反应谱的取值研究[J].振动与冲击,2010,29(4):181-187.
LIU Wenguang, HE Wenfu, HUO Da, LI Jie, FENG Demin. Study on the Acceleration Response Spectrum of Isolation Structural Design [J]. Vibration and Impact, 2010, 29(4):181-187.
[19] NEHRP 2003: NEHRP Recommended Provision for seismic Regulations for New Buildings and Other Structures[R]. Federal Emergency Management Agency, FEMA450, Commentary.
[20] 李英民, 刘立平. 工程结构的设计地震动[M]. 北京:科学出版社, 2011.
LI Yingmin, LIU Liping. Design Earthquake of Engineering Structures [M]. Beijing: Science Press, 2011.