引文
[1]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[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-spanLong Simply Supported Bridges with Adjacent PoundingEffects[J].China Journal of Highway and Transport,2005,18(3):54-59.
[2]于海龙,朱晞.地震作用下简支梁桥梁间碰撞的反应性能[J].北方交通大学学报,2004,28(1):43-46.YU Hailong,ZHU Xi.Characteristic of PoundingResponse of the Simple-supported Bridges duringEarthquake[J].Journal of Northern Jiaotong University,2004,28(1):43-46.
[3]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[J].中国公路学报,2005,18(4):43-47.WANG Junwen,LI Jianzhong,FAN Lichu.ParametricStudy of Longitudinal Seismic Pounding Response forContinuous Girder Bridges[J].China Journal of Highwayand Transport,2005,18(4):43-47.
[4]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[J].天津大学学报,2006,39(8):939-943.LI Zhongxian,YUE Fuqing,ZHOU Li,et al.SeismicPounding Responses of Urban Elevated BridgesConsidering Spatial Variation of Ground Motion[J].Journal of Tianjin University,2006,39(8):939-943.
[5]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[J].湖南大学学报:自然科学版,2008,35(10):7-10.ZHOU Guangwei,LI Jianzhong,FAN Lichu.ParametricStudy of the Required Seating Length for ContinuousBridges under Longitudinal Excitation of Traveling SeismicWave[J].Journal of Hunan University:NaturalSciences,2008,35(10):7-10.
[6]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[J].铁道学报,2008,30(3):71-76.WANG Junwen,LI Jianzhong,FAN Lichu.Effects ofRestrainers on Seismic Responses of Continuous BeamBridges[J].Journal of the China Railway Society,2008,30(3):71-76.
[7]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[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[J].EarthquakeResistant Engineering,2006,28(4):72-74.
[8]孟宪锋,朱晞.近场地震作用下高速铁路简支梁桥的碰撞行为[J].北京交通大学学报,2006,30(4):73-76.MENG Xianfeng,ZHU Xi.Pounding Behavior of High-speed Railway Simple Supported Bridges under the Near-fault Earthquakes[J].Journal of Beijing JiaotongUniversity,2006,30(4):73-76.
[9]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[J].中国公路学报,2008,21(5):63-69.PENG Wei,LI Jianzhong.Influence of Non-classicalDamping on Seismic Response of Isolated SeismicContinuous Girder Bridge[J].China Journal of Highwayand Transport,2008,21(5):63-69.
[10]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 ViscousDamper and Lock-up Devices in the Seismic Design ofContinuous Girder Bridges[J].Journal of ShijiazhuangRailway Institute,2006,19(1):5-9.
[11]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 Performance on theHigh Pier and Long Span Railway Simply-supported SteelTruss Girders[J].World Earthquake Engineering,2008,24(1):6-11.
[12]冯凌云,叶爱君.多跨连续梁桥的减隔震应用研究[J].桥梁建设,2005(6):5-7.FENG Lingyun,YE Aijun.Study of Application ofSeismic Mitigation and Isolation Techniques to Multi-spanContinuous Girder Bridges[J].Bridge Construction,2005(6):5-7.
[13]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[J].同济大学学报:自然科学版,2007,35(2):176-180.PENG Tianbo,LI Jianzhong,FAN Lichu.Developmentand Application of Double Spherical Aseismic Bearing[J].Journal of Tongji University:Natural Science,2007,35(2):176-180.
[14]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[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 ofContinuous Girder Bridges in a High-intensity EarthquakeArea[J].Journal of Earthquake Engineering andEngineering Vibration,2005,25(6):178-182.
[15]黄勇.汶川地震中梁式桥的震害和预防震害的新方法[J].地震工程与工程振动,2008,28(5):20-26.HUANG Yong.The Performance of Girder Bridges inWenchuan Earthquake and a New Method for SeismicProtection[J].Journal of Earthquake Engineering andEngineering Vibration,2008,28(5):20-26.