参考文献/References:
[1] 克里斯坦森R M.黏弹性力学引论[M].北京:科学出版社,1990.
[2] Jung W Y,Aref A J.A combined honeycomb and solid viscoelastic material for structure damping applications [J].Mechanics of Materials,2003,35(8):831-844.
[3] Park S W.Analytical modeling of viscoelastic dampers for structural and vibration control [J].International Journal of Solids and Structures,2001,38(44/45):8065-8092.
[4] 徐赵东.(铅)黏弹性阻尼结构的试验与研究[D].西安:西安建筑科技大学土木工程学院,2001.
[5] 周云.黏弹性阻尼减震结构设计[M].武汉:武汉理工大学出版社,2006.
[6] Soda S,Kakimoto K,Sekiya E.Mechanical models for softening and hardening type nonlinear viscoelastic dampers [J].Journal of Structural and Construction Engineering-AIJ,2001,543(2):77-86.
[7] Chang T S,Sing M P.Mechanical model parameters for viscoelastic dampers [J].Journal of Engineering Mechanics-ASCE,2009,135(6):581-584.
[8] Kazuhiko Kasai,Yoji Ooki,Ken Tokoro,et al.JSSI manual for building passive control technology part-9 time-history analysis model for viscoelastic dampers[C]//The 13th World Conference on Earthquake Engineering.Vancouver,Canada,2004:1507-1515.
[9] Yeadon M R,Kong P W,King M A.Parameter determination for a computer simulation model of a diver and springboard [J].Journal of Applied Biomechanics,2006,22(3):167-176.
[10] 卢立恒.新型多维隔减震装置水平向性能试验研究[D].南京:东南大学土木工程学院,2008.
相似文献/References:
[1]黄兴淮,徐赵东,贺泽峰,等.黏弹性材料等效标准固体模型的时域延拓方法[J].东南大学学报(自然科学版),2019,49(3):440.[doi:10.3969/j.issn.1001-0505.2019.03.005]
Huang Xinghuai,Xu Zhaodong,He Zefeng,et al.Time domain extension method for equivalent standard solid model of viscoelastic materials[J].Journal of Southeast University (Natural Science Edition),2019,49(1):440.[doi:10.3969/j.issn.1001-0505.2019.03.005]