尚守平, 沈 戎, 黄群堂. 砖砌体农居隔震试验研究[J]. 地震工程与工程振动, 2012, 32(1): 134-138. SHANG Shouping, SHEN Rong, HUANG Quntang. Research on isolation properties of rural masonry[J]. Earthquake Engineering and Engineering Dynamics, 2012, 32(1): 134-138.(in Chinese)
[2]
Li L. Base isolation measures in aseismic structures[C]// Proceedings of US-PRC Bilateral Workshop on Earthquake Engineering,Harbin, Vol.2. 1982.
[3]
李炎隆, 李守义, 丁占峰, 等. 基于正交试验法的邓肯-张E-B模型参数敏感性分析研究[J]. 水利学报, 2013, 44(7): 873-879. LI Yanlong, LI Shouyi, DING Zhanfeng, et al. The sensitivity analysis of duncan-chang E-B model parameters based on the orthogonal test method[J]. Journal of Hydraulic Engineering, 2013, 44(7): 873-879.(in Chinese)
[4]
郭亚娟. 基于正交试验设计的群桩承台参数分析[J]. 铁道学报, 2012, 34(12): 110-114. GUO Yajuan. Study on parameters of pile group cap based on orthogonal experimental design[J]. Journal of the China Railway Society, 2012, 34(12): 110-114.(in Chinese)
[5]
毛利军, 李爱群. 建筑双线性基础隔震体系地震反应的参数研究[J]. 建筑结构学报, 2004, 25(3): 63-68. MAO Lijun, LI Aiqun. Parametric research on seismic response of bilinear system of base isolation building[J]. Journal of Building Structures, 2004, 25(3): 63-68.(in Chinese)
[6]
Housner G W. Limit design of structures to resist earthquake[C]// Proceedings of 1st World Conference on Earthquake Engineering California Berkeley, 1956.
[7]
魏新磊, 周 云, 于敬海, 等. 基于结构能量分析的抗震设计新方法的研究[J]. 世界地震工程, 2003, 19(3): 62-67. WEI Xinlei, ZHOU Yun, YU Jinghai, et al. Researches on new methods of aseismic design of structures based on energy concept[J].World Earthquake Engineering, 2003, 19(3): 62-67.(in Chinese)
[8]
Fajfar P, Vidic T. Consistent inelastic design spectra:hysteretic and input energy[J]. Earthquake Engineering and Structural Dynamics, 1994, 23(5): 523-537.
[9]
陈 鑫, 阎 石, 季保建. 高强钢筋高强混凝土框架结构滞回耗能分析[J]. 地震工程与工程振动, 2011, 31(3): 83-90. CHEN Xin, YAN Shi, JI Baojian. Hysteretic energy dissipation of high-strength concrete frame structure reinforced with pre-stressed rebars[J]. Earthquake Engineering and Engineering Dynamics, 2011, 31(3): 83-90.(in Chinese)
[10]
荣 强. 并联隔震体系地震总输入能量的影响因素分析[J]. 烟台大学学报: 自然科学与工程版, 2010, 23(3): 229-232. RONG Qiang. Influencing factors analysis of earthquake input energy for parallel base-isolated system[J]. Journal of Yantai University: Natural Science and Engineering Edition, 2010, 23(3): 229-232.(in Chinese)
[11]
Luisd.Decanini, Fabrizio Mollaioli. Formulation of elastic earthquake input energy spectra[J]. Earthquake Engineering and Structural DynamIcs, 1998, (27): 1503-1522.
[12]
卢书楠, 翟长海, 谢礼立. 汶川地震中SDOF体系地震输入能量需求的研究[J]. 工程力学, 2013, 30(8): 42-48. LU Shunan, ZHAI Changhai, XIE Lili. Demand of input energy for SDOF system based on the wenchuan earthquake[J]. Engineering Mechanics, 2013, 30(8): 42-48.(in Chinese)
[13]
杜 敏, 林 玮, 郭晓云. 基于等效单自由度体系的结构地震输入能量的研究[J]. 地震工程与工程振动, 2011, 31(3): 77-82. DU Min, LIN Wei, GUO Xiaoyun. Research on input energy of structure based on equivalent SDOF systems[J]. Earthquake Engineering and Engineering Dynamics, 2011, 31(3): 77-82.(in Chinese)
[14]
Mohammed Qamaruddin, Rasheeduzzafar, Anand S. Arya, et al. Seismic response of masonry buildings with sliding substructure[J]. J. Struct.Eng, 1986, (112): 2001-2011.
[15]
赵桂峰, 马玉宏. 村镇建筑带限位装置摩擦隔震体系的参数影响研究[J]. 振动与冲击, 2011, 30(11): 148-152. ZHAO Guifeng, MA Yuhong. Parameters study of rural buildings structures supported on slide-limited friction base isolation system[J]. Journal of Vibration and Shock, 2011, 30(11): 148-152.(in Chinese)