参考文献/References:
[1] SONG T T, DARGUSH G F.Passive Energy Dissipation Systemsin Structural Engineering [M].USA: JHONWILEY&SONS,1997.
[2] BRUNEAU Michel, WANG Niandi.Some aspects of energy methodsfortheinelastic seismic response of ductileSDOFstructures[J].Engineering Structures,1996, 18(1):1-12.
[3] DECANINI Luis D, MOLLAIOLI Fbrizio.An energy -based methodologyfor the assessment of seismic demand[J].Soil Dynamics and Earthquake Engineering,2001,21:113-137.
[4] 钟铁毅, 杨风利 , 夏 禾. 基于能量法的铅芯橡胶支座隔震桥梁设计方法[J]. 中国铁道科学,2009,30(2):43-48.
ZHONG Tie-yi,YANG Feng-li, XIA He.The Design Method ofthe SeismicallyIsolated Bridge by Lead RubberBearing Based on Energy Method[J].China Railway Science,2009,30(2):43-48.
[5] DUTTA Anindya.On Energy Based Seismic Analysis and Designof Highway Bridge[D].Facultyofthe GraduateSchool ofthe StateUniversityof New Yorkat Buffalo, 1999.
[6] HOUSNER G W.Limit Designof Structuresto Resist Earthquake, Proceedings ofthe First World Conference onEarthquake Engineering, Berkeley, CA[C], 1956.
[7] MCKEVIT, W E .etal.Hysteretic EnergySpectrainSeismic Design[C]∥Proceedingsof7th WCEE, Vo1.7, 1980.
[8] 中华人民共和国建设部.GB50011—2010 建筑抗震设计规范[S]. 北京, 中国建筑工业出版社,2010.
Ministryof Construction ofthe Peoples Republic of China.GB50011—2010Codefor seismic design of buildings[S].Beijing: China Architecture & Building Press,2010.
[9] 钟铁毅, 李 宇, 杨风利, 等. 铅芯橡胶支座隔震连续梁桥的地震能量反应分析[J]. 中国铁道科学,2009,30(3):9-14.
ZHONG Tie-yi, LI Yu, YANG Feng-li, etal.Analysis onthe Seismic Energy Continuous Beam Bridge Responsefor SeismicallyIsolated with Lead Rubber Bearing[J].China Railway Science,2009,30(3):9-14.
[10] 张贞阁 . 铁路连续梁桥的减隔震性能研究[D]. 北京: 北京交通大学, 2003.
ZHANG Zhen-ge.SeismicIsolation Performancestudy of Railway Continuous Beam Bridge [D].Beijing:BeijingJiaoTong University,2003.