2012-11- 王志强,葛继平.粘滞阻尼器和Lock-up装置在连续梁桥抗震中应用[J].石家庄铁道学院学报,2006,19(1):5-9.Wang Zhiqiang,Ge Jiping.Application of viscous damper and lock-up devices in the seismic design of continuou sgirder bridges[J].Journal of Shi jiazhuang Raiwlay Institute,2006,19(1):5-9.
[2]
陈兴冲,商耀兆,张永亮,等.高墩大跨度铁路简支钢桁梁桥的减震性能分析[J].世界地震工程,2008,24(1):6-11.Chen Xingchong,Shang Yaozhao,Zhang Yongliang,et al.Analysis of seismic reduction perform ance on the high pier and long span railway smiply-supported steel turss girders[J].World Earthquake Engineering,2008,24(1):6-11.
[3]
Xie Hongbin.Design of shock transmission units and its application on the paksey bridge in bangladesh[J].Journal of HUST(Urban Science Edition),2004,21(1):91-96.
[4]
王磊,刘寒冰,吴斌喧,等.新型地震结构保护系统的大跨径桥梁抗震分析[J].哈尔滨工业大学学报,2004,36(12):1665-1668.Wang Lei,Liu Hanbing,Wu Binxuan,et al.Seismic response analysis for long span bridge with newearthquake protecive system[J].Jou rnal of Shi-jiazhuang Raiwlay Institute,2004,36(12):1665-1668.
[5]
陈永祁,耿瑞琦,马良？.桥梁用液体粘滞阻尼器的减震设计和类型选择[J].土木工程学报,2007,40(7):55-61.Chen Yongqi,Geng Ruiqi,Ma Liangzhe.Design and selection of the fluid viscous devices in shock control of bridges[J].Chin a Cvil Engineering Journal,2007,40(7):55-61.
[6]
许广,闫维明.大跨度连续梁桥中Lock-up装置计算模型的改进[J].防灾减灾工程学报,2007,27(增刊):292-296.Xu Guang,Yan Weiming.Improvement of analytical model on lock-up devices for long spancontinuous girder bridge[J].Journal of Disaster Prevention and Mitigation Engineering,2007k,27(Suppl.):292-296.
[7]
Section 32 Shock Transmission Units AA SHTO LRFD Bridge Construction Specifications[S].
[8]
Brown D S.Bridge strengthening with shock transmission units[C]//11th World Conference on Earthquake Enguneering.Acapulco,Mexico:Paper No.1849,1996.
