JTG D60—2004, 公路桥涵设计通用规范[S]. JTG D60—2004, General Code for Design of Highway Bridges and Culverts[S].
[2]
鲍卫刚, 张海龙, 刘菊玖.关于桥梁所承受的冲击力计算方法的研究[J]. 桥梁建设, 2000(1):24-26. BAO Wei-gang, ZHANG Hai-long, LIU Ju-jiu. Study of Calculation Method for Impacting Force Withstood by Bridges[J]. Bridge Construction, 2000(1):24-26.
[3]
宋一凡, 贺拴海. 公路桥梁冲击系数的影响因素分析[J]. 西安公路交通大学学报, 2001, 21(2):47-49. SONG Yi-fan, HE Shuan-hai. Study on Key Response Factors for Impacting Force Withstood by Highway Bridges[J]. Journal of Xi'an Highway University, 2001, 21(2):47-49.
[4]
夏禾, 张楠. 车辆与结构动力相互作用[M]. 北京:科学出版社, 2005. XIA He, ZHANG Nan. Dynamic Interaction of Vehicle and Structures[M]. Beijing:Science Press, 2005.
[5]
盛国刚, 彭献, 李传习. 连续梁桥与车辆耦合振动系统冲击系数的研究[J]. 桥梁建设, 2003(6):5-7. SHENG Guo-gang, PENG Xian, LI Chuan-xi. Study of Impact Coefficients of Coupled Vibration System of Continuous Girder Bridge and Moving Vehicles[J].Bridge Construction, 2003(6):5-7.
[6]
ZHU X Q, LAW S S. Dynamic Load on Continuous Multi-lane Bridge Deck from Moving Vehicles[J]. Journal of Sound and Vibration, 2002, 251(4):697-716.
[7]
AASHTO. Guide Specifications for Horizontally Curved Highway Bridges[S]. Washington, D. C.: AASHTO, 1993.
[8]
SENNAH K M, ZHANG Xue-sheng, KENNEDY J B. Impact Factors for Horizontally Curved Composite Box Girder Bridges[J]. Journal of Bridge Engineering, 2004(9):512-520.
[9]
SAMAAN M, KENNEDY J B, SENNAH K. Impact Factors for Curved Continuous Composite Multiple-Box Girder Bridges[J]. Journal of Bridge Engineering, 2007(12):80-88.
[10]
Ontario Ministry of Transportation and Communications. Ontario Highway Bridge Design Code[S]. Downsview, Canada:OMTC, 1983.
小西一郎. 钢桥(第六分册)[M]. 戴振藩, 译. 北京:中国铁道出版社, 1981:127-130. KONISHI I. Steel Bridge(Part Six)[M]. DAI Zhen-fan, translated. Beijing:China Railway Publishing House, 1981:127-130.
[14]
黄新艺, 盛洪飞, 陈彦江, 等. 薄壁箱梁桥动力特性分析的三梁式计算模型及试验研究[J]. 振动与冲击, 2008, 27(12):40-43. HUANG Xin-yi, SHENG Hong-fei, CHEN Yan-jiang, et al. Triple-Girder Model for Dynamic Analysis of Thin-walled Box-girder Bridges and Experimental Investigation[J]. Journal of Vibration and Shock, 2008, 27(12):40-43.
[15]
黄新艺, 陈彦江, 李岩, 等. 曲率半径对曲线箱梁桥车辆荷载作用下冲击效应的影响[J]. 振动与冲击, 2010, 29(1):38-42. HUANG Xin-yi, CHEN Yan-jiang, LI Yan, et al. Influence of Curvature Radius on Impact Effects of a Box-girder Curved Bridge under Moving Vehicle[J]. Journal of Vibration and Shock, 2010, 29(1):38-42.
[16]
黄新艺. 混凝土连续曲线梁桥在移动车辆荷载作用下的动力响应研究[D]. 哈尔滨:哈尔滨工业大学, 2008. HUANG Xin-yi. Study of Dynamic Response of Continuous Curved Concrete Beam Bridge under Vehicle Loads[D]. Harbin:Harbin Institute of Technology, 2008.
[17]
LAW S S, ZHU X Q. Bridge Dynamic Responses due to Road Surface Roughness and Braking of Vehicle[J]. Journal of Sound and Vibration, 2005, 282(325):805-830.
[18]
吴定俊, 李奇, 高丕勤. 轨道不平顺速度项对车桥动力 响应的影响分析[J]. 同济大学学报:自然科学版, 2006, 34(4):494-498. WU Ding-jun, LI Qi, GAO Pi-qin. Dynamic Response of Vehicle-Bridge System due to Track Irregularity Coupling with Velocity of the Vehicle[J]. Journal of Tongji University:Natural Science Edition, 2006, 34(4):494-498.
[19]
杨少伟. 道路立体交叉规划与设计[M]. 北京:人民交通出版社, 2000. YANG Shao-wei. Planning and Design of Road Interchange[M]. Beijing:China Communications Press, 2000.
