[J].中国公路学报,2005,18(4):43-47.WANG Junwen,LI Jianzhong,FAN Lichu.Parametric Study of Longitudinal Seismic Pounding Response for Continuous Girder Bridges
[2]
[J].China Journal of Highway and Transport,2005,18(4):43-47.
[3]
[J].Journal of Beijing Jiaotong University,2006,30(4):73-76.
[4]
彭伟,李建中.非经典阻尼对减隔震连续梁桥地震响应的影响
[5]
[J].中国公路学报,2008,21(5):63-69.PENG Wei,LI Jianzhong.Influence of Non-classical Damping on Seismic Response of Isolated Seismic Continuous Girder Bridge
[6]
[J].China Journal of Highway and Transport,2008,21(5):63-69.
[7]
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
[8]
[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 Continuous Girder Bridges
[9]
[J].Journal of Shijiazhuang Railway Institute,2006,19(1):5-9.
[10]
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
[11]
[J].世界地震工程,2008,24(1):6-11.CHEN Xingchong,SHANG Yaozhao,ZHANG Yongliang,et al.Analysis of Seismic Reduction Performance on the High Pier and Long Span Railway Simply-supported Steel Truss Girders
[12]
[J].World Earthquake Engineering,2008,24(1):6-11.
[13]
冯凌云,叶爱君.多跨连续梁桥的减隔震应用研究
[14]
[J].桥梁建设,2005(6):5-7.FENG Lingyun,YE Aijun.Study of Application of Seismic Mitigation and Isolation Techniques to Multi-span Continuous Girder Bridges
[15]
[J].Bridge Construction,2005(6):5-7.
[16]
彭天波,李建中,范立础.双曲面球型减隔震支座的开发及应用
[17]
[J].同济大学学报:自然科学版,2007,35(2):176-180.PENG Tianbo,LI Jianzhong,FAN Lichu.Development and Application of Double Spherical Aseismic Bearing
[18]
[J].Journal of Tongji University:Natural Science,2007,35(2):176-180.
[19]
方海,李升玉,王曙光,等.高烈度区连续梁桥的减震设计方法研究
[20]
[J].地震工程与工程振动,2005,25(6):178-182.FANG Hai,LI Shengyu,WANG Shuguang,et al.Research on Earthquake-reduction Design Method of Continuous Girder Bridges in a High-intensity Earthquake Area
[21]
[J].Journal of Earthquake Engineering and Engineering Vibration,2005,25(6):178-182.
[22]
黄勇.汶川地震中梁式桥的震害和预防震害的新方法
[23]
[J].地震工程与工程振动,2008,28(5):20-26.HUANG Yong.The Performance of Girder Bridges in Wenchuan Earthquake and a New Method for Seismic Protection
[24]
[J].Journal of Earthquake Engineering and Engineering Vibration,2008,28(5):20-26.
[25]
王东升,杨海红,王国新.考虑邻梁碰撞的多跨长简支梁桥落梁震害分析
[26]
[J].中国公路学报,2005,18(3):54-59.WANG Dongsheng,YANG Haihong,WANG Guoxin.Seismic Analysis of Girders Falling Down in Multi-span Long Simply Supported Bridges with Adjacent Pounding Effects
[27]
[J].China Journal of Highway and Transport,2005,18(3):54-59.
[28]
于海龙,朱晞.地震作用下简支梁桥梁间碰撞的反应性能
[29]
[J].北方交通大学学报,2004,28(1):43-46.YU Hailong,ZHU Xi.Characteristic of Pounding Response of the Simple-supported Bridges during Earthquake
[30]
[J].Journal of Northern Jiaotong University,2004,28(1):43-46.
[31]
王军文,李建中,范立础.连续梁桥纵向地震碰撞反应参数研究
[32]
李忠献,岳福青,周莉,等.考虑地震动空间效应的城市高架桥梁地震碰撞响应分析
[33]
[J].天津大学学报,2006,39(8):939-943.LI Zhongxian,YUE Fuqing,ZHOU Li,et al.Seismic Pounding Responses of Urban Elevated Bridges Considering Spatial Variation of Ground Motion
[34]
[J].Journal of Tianjin University,2006,39(8):939-943.
[35]
周光伟,李建中,范立础.地震行波输入下连续梁桥支承长度的参数分析
[36]
[J].湖南大学学报:自然科学版,2008,35(10):7-10.ZHOU Guangwei,LI Jianzhong,FAN Lichu.Parametric Study of the Required Seating Length for Continuous Bridges under Longitudinal Excitation of Traveling Seismic Wave
[37]
[J].Journal of Hunan University:Natural Sciences,2008,35(10):7-10.
[38]
王军文,李建中,范立础.限位装置对连续梁桥地震反应的影响
[39]
[J].铁道学报,2008,30(3):71-76.WANG Junwen,LI Jianzhong,FAN Lichu.Effects of Restrainers on Seismic Responses of Continuous Beam Bridges
[40]
[J].Journal of the China Railway Society,2008,30(3):71-76.
[41]
王常峰,陈兴冲,朱东生.支座摩擦力对连续梁桥抗震性能的影响
[42]
[J].工程抗震与加固改造,2006,28(4):72-74.WANG Changfeng,CHEN Xingchong,ZHU Dongsheng.Effects of Friction Force at Movable Supports on Anti-seismic Performance of Continuous Bridge
