[J].低温建筑技术,2010 (2):38-40.ZHU Yuhua,XU Yuxiang,HUANG Hairong.Review and Outlook of Research about Multi-lead Rubber Bearings Mechanical Property
[4]
[J].Low Temperature Architecture Technology,2010 (2):38-40.
[5]
JG 118-2000,建筑隔震橡胶支座
[6]
[S].JG 118-2000,Rubber Isolation Bearing For Buildings
[7]
[S].
[8]
曾攀,闫贵平.隔震桥梁动力特性分析
[9]
[J].公路交通科技,2001 (4):51-54.ZENG Pan, YAN Guiping. Research on Dynamic Characteristics of Isolated Bridges
[10]
[J].Journal of Highway and Transportation Research and Development,2001(4):51-54.
[11]
江宜城,叶志雄,聂肃非,等.方形铅芯橡胶支座力学性能试验研究及隔震桥梁地震响应分析
[12]
[J].公路交通科技,2007,24 (10):94-98.JIANG Yicheng,YE Zhixiong,NIE Sufei.Experimental Study of Mechanical Properties of Square Lead Rubber Beating and Seismic Response Analysis of Isolated Bridge
[13]
[J].Journal d Highway and Transportation Research and Development,2007,24 (10):94-98.
[14]
国祥明,肖盛燮.对桥梁两种橡胶支座减隔震性能的理论分析
[15]
[J].重庆交通学院学报,2006,25(5):24-27.GUO Xiangming,XIAO Shengxie.The Theory Analysis of Two Kinds of Bridge Rubber Bearing for Isolated Function
[16]
[J].Journal of Chongqing Jiaotong University,2006,25(5):24-27.
