[1]WU Di,QIU Shiyi,XIONG Yan.The Finite Element Analysis of the Vertical Mechanical Properties of the Confined Rubber Bearings[J].Journal of Seismological Research,2022,45(04):635-640.[doi:10.20015/j.cnki.ISSN1000-0666.2022.0066]
Copy

The Finite Element Analysis of the Vertical Mechanical Properties of the Confined Rubber Bearings

References:

何文福,刘文光,杨彦飞,等.2011.厚层橡胶隔震支座基本力学性能试验[J].解放军理工大学学报(自然科学版),12(3):258-263.
李吉超,尚庆学,罗清宇,等.2019.厚层橡胶支座的力学性能试验研究[J].振动与冲击,38(9):157-165.
王伟,邓涛,赵树高.2004.橡胶Mooney-Rivlin模型中材料常数的确定[J].特种橡胶制品,(4):8-10.
吴迪,沈朝勇,熊焱,等.2020a.三维基础隔震(振)技术与装置研究简述[J].华南地震,40(4):101-109.
吴迪,熊焱,崔杰.2020b.具有抗拔、限位、阻尼功能的三维隔震支座:中国,CN210117820U[P].2020-02-28.
徐永秋,刘文光.2008.厚层橡胶隔震支座的竖向力学性能与试验分析[J].浙江建筑,(6):30-32.
周颖,陈鹏,陆道渊,等.2016.地铁上盖多塔楼隔震与减振设计研究[J].土木工程学报,(S1):89-94.
朱玉华,艾方亮,任祥香,等.2018.厚层铅芯橡胶支座力学性能[J].同济大学学报(自然科学版),46(9):1189-1194,1233.
邹立华,饶宇,黄凯,等.2013.预应力厚层橡胶支座隔震性能研究[J].建筑结构学报,34(2):76-82.
European Committee for Standardization,EN1337-3—2005,Structural Bearings-Part3:Elastomeric Bearings[S].
Mooney M.1940.A theory of large elastic deformation[J].Journal of Applied Physics,11(9):582.
Rivlin R S.1948.Large elastic deformations of lsotropic materials.I.Fundamental concepts[J].Philosophical Transactions of the Royal Society of London.Series A,Mathematical and Physical Sciences,240(822).
Tajirian F F,Kelly J M,Aiken I D.1990.Seismic isolation for advanced nuclear power stations[J].Earthquake Spectra,6(2):371-401
Warn G P,Vu B.2012.Exploring the low shape factor concept to achieve three-dimensional seismic solation[C]//20th analysis and computation specialty conference.Chicago,1-11.
EN1337-3—2005,结构支座——第三部分:橡胶支座[S].
GB 50017—2017,钢结构设计标准[S].
GB/T 20688.3—2006,橡胶支座第3部分:建筑隔震橡胶支座[S].
Similar References:

Memo

-

Last Update: 2022-08-01

Online:269       Total Traffic Statistics:4260572

Copyright:Editorial Office of Journal of Seismological Research
Address:148 Beichen Street, North District of Kunming City, Yunnan, China Tel: 86-0871-3355074