留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名
邮箱
手机号码
标题
留言内容
验证码

公路独柱墩桥梁抗倾覆研究综述

周勇军 王业路 赵煜 薛宇欣 韩智强

周勇军, 王业路, 赵煜, 薛宇欣, 韩智强. 公路独柱墩桥梁抗倾覆研究综述[J]. 交通运输工程学报, 2022, 22(6): 46-66. doi: 10.19818/j.cnki.1671-1637.2022.06.003
引用本文: 周勇军, 王业路, 赵煜, 薛宇欣, 韩智强. 公路独柱墩桥梁抗倾覆研究综述[J]. 交通运输工程学报, 2022, 22(6): 46-66. doi: 10.19818/j.cnki.1671-1637.2022.06.003
ZHOU Yong-jun, WANG Ye-lu, ZHAO Yu, XUE Yu-xin, HAN Zhi-qiang. Review on research of anti-overturning of highway bridges with single-column piers[J]. Journal of Traffic and Transportation Engineering, 2022, 22(6): 46-66. doi: 10.19818/j.cnki.1671-1637.2022.06.003
Citation: ZHOU Yong-jun, WANG Ye-lu, ZHAO Yu, XUE Yu-xin, HAN Zhi-qiang. Review on research of anti-overturning of highway bridges with single-column piers[J]. Journal of Traffic and Transportation Engineering, 2022, 22(6): 46-66. doi: 10.19818/j.cnki.1671-1637.2022.06.003

公路独柱墩桥梁抗倾覆研究综述

doi: 10.19818/j.cnki.1671-1637.2022.06.003
基金项目: 

国家自然科学基金项目 52278138

国家重点研发计划 2021YFB2601000

中央高校基本科研业务费专项资金项目 300102218506

详细信息
    作者简介:

    周勇军(1978-),男,湖北孝感人,长安大学教授,工学博士,从事桥梁结构分析与智能检测研究

    通讯作者:

    王业路(1990-),男,山东泰安人,长安大学工程师,长安大学工学博士研究生

  • 中图分类号: U447

Review on research of anti-overturning of highway bridges with single-column piers

Funds: 

National Natural Science Foundation of China 52278138

National Key Research and Development Program of China 2021YFB2601000

Fundamental Research Funds for the Central Universities 300102218506

More Information
  • 摘要: 为了促进公路独柱墩桥梁的可持续发展,总结了国内外典型桥梁倾覆事故,并从桥梁倾覆破坏机理、倾覆稳定性影响因素和抗倾覆控制方法3个方面系统梳理了公路独柱墩桥梁在抗倾覆领域的研究现状,强调了超载对桥梁结构安全威胁的严重性、倾覆问题复杂性及紧迫性。研究结果表明:桥梁倾覆事故多由超载车辆偏载行驶诱发,这些独柱墩桥梁存在“强弯弱倾”现象;汽车荷载对桥梁的弯矩、剪力和扭矩效应影响不同,亟须建立一套适用于桥梁抗倾覆分析的重型汽车荷载计算标准;不同桥梁发生倾覆破坏的模式及相应的荷载最不利状态各不相同,明确桥梁不同破坏模式下的倾覆轴力学模型对倾覆最不利状态演化至关重要,尚需在倾覆轴力学模型和倾覆最不利状态领域开展更为深入的研究工作;温度、预应力、收缩徐变和基础变位因素耦合作用下的桥梁倾覆机理仍不清晰;采用反力最不利状态描述桥梁的倾覆极限状态,割裂了倾覆效应与扭矩特性的力学联系;建议以可靠度理论为基础,结合倾覆破坏模式及合理倾覆轴力学模型来完善抗倾覆控制计算方法,进一步降低公路独柱墩桥梁安全运营风险;在保持一定抗倾覆安全冗余度和注重桥梁监控与维护的前提下,加强治超限载管理是防止该类事故发生的根本途径。

     

  • 图  1  包头市民族东路高架桥

    Figure  1.  Minzu East Road Viaduct in Baotou City

    图  2  哈尔滨市阳明滩大桥

    Figure  2.  Yangmingtan Bridge in Harbin City

    图  3  鄂州市花湖互通D匝道桥

    Figure  3.  Ramp D Bridge of Huahu Interchange in Ezhou City

    图  4  春晖立交引桥

    Figure  4.  Chunhui Interchange Approach Bridge

    图  5  萧山工人路高架桥

    Figure  5.  Gongren Road Viaduct in Xiaoshan

    图  6  粤赣高速匝道桥

    Figure  6.  Guangdong-Jiangxi Expressway Ramp Bridge

    图  7  倾覆荷载最不利位置演化

    Figure  7.  Evolution of most unfavorable position of overturning load

    图  8  荷载最不利位置倾覆破坏临界状态演化

    Figure  8.  Critical state evolution of load most unfavorable position of overturning failure

    图  9  桥梁三维精细化数值仿真模型

    Figure  9.  3D refinement numerical simulation model of a bridge

    图  10  独柱墩连续梁桥倾覆轴

    Figure  10.  Overturning axises of continuous girder bridges with single-column piers

    图  11  倾覆轴与力臂

    Figure  11.  Overturning axises and force arms

    图  12  影响面示意

    Figure  12.  Schematic of influence surfaces

    表  1  典型桥梁倾覆事故

    Table  1.   Typical bridge overturning accidents

    时间 地点 桥梁名称 诱发荷载 桥梁类型 桥梁破坏特征 人员伤亡及损失
    2007-10-23 内蒙古自治区包头市 民族东路高架桥 3辆重型货车和1辆轿车 35 m简支钢箱梁 箱梁倾覆,结构整体完好 4人轻伤,桥下铁路专用线路中断
    2009-07-15 天津市 津晋高速港塘互通匝道 3辆超载车辆密集且偏载停置 17.5 m+22.0 m+22.0 m+17.5 m钢筋混凝土连续梁 整体倒塌 5辆货车坠落,6人死亡,7人受伤
    2010-09-28 河北省秦皇岛市 东港路南山立交高架桥 7辆累计质量为设计荷载3.8倍的车辆 30 m+2×35 m+30 m连续箱梁 侧翻
    2010-11-26 江苏省南京市 城市快速内环西线南延工程 防撞墙砼浇筑 50 m简支钢箱梁 钢箱梁侧翻坠落 7名施工人员死亡
    2011-02-21 浙江省绍兴市上虞区 春晖立交引桥 4辆超载货车 6×20 m钢筋混凝土结构连续梁桥 桥墩破坏、箱梁出现Ⅴ型裂缝 4辆货车侧翻,3人受伤
    2012-08-24 黑龙江省哈尔滨市 阳明滩大桥 4辆超载货车 36 m+50 m+36 m钢-混凝土组合连续梁 主梁翻落,整体完好;盖梁局部破损 4辆货车翻落,3人死亡,5人受伤
    2015-06-19 广东省河源市 粤赣高速匝道桥 4辆超载货车 3×25 m预应力混凝土连续箱梁桥 箱梁开裂,桥墩破坏 4辆重型货车坠落,1人死亡,4人受伤
    2017-04-14 浙江省杭州市 萧山工人路高架桥 4.3级地震 3×25 m混凝土连续梁桥 倒塌 1人受伤
    2019-10-10 江苏省无锡市 312国道锡港路上跨桥 2辆重型平板半挂车严重超载、间距较近 22 m+35 m+25 m变截面混凝土连续箱梁桥 梁体侧向滑移,倾覆后触地 3人死亡,2人受伤
    2021-12-18 湖北省鄂州市 花湖互通D匝道桥 3辆牵引车和2辆挂车组成的大件运输车组,总质量为513 t 37.5 m+50.0 m+37.5 m连续钢箱梁 桥梁侧翻触地,箱梁完整;21、22号双柱墩墩底局部砼崩裂,24、25号独柱墩底部局部开裂 4人死亡,8人受伤,交通中断
    2010-07-03 印度Shimla Basantpur-Kingal国防公路 4辆满载货物的卡车偏载停置 桥梁侧翻 2人死亡
    2013-03-03 印度Calcutta Ultadanga天桥 1辆满装载大理石板的卡车 倒塌
    下载: 导出CSV

    表  2  抗倾覆加固设计方法对比

    Table  2.   Comparison of design methods for anti-overturning reinforcement

    加固方法 主要施工内容 施工难度 适用条件 优点 缺点
    端横梁或桥墩增加抗拉拔构造 植锚栓,粘贴钢板 ★★ 荷载作用下支座拉力较小时采用 装置构造简单,经济,施工方便,不影响桥上交通 临时性构造,极端偏载作用下抗拔销受力大,需定期维修养护
    增设混凝土(钢)盖梁 植筋,浇筑盖梁(安装钢盖梁),安装支座 ★★★ 箱梁宽度较小,桥下净空较大时使用 永久性加固方法,中墩单支承改为多支承,显著改善独柱墩受力状态,耐久性好 永久性构造,改变了箱梁横梁的受力模式,橫梁横桥向由单点双悬臂受力体系变为多点支撑受力体系,需结合验算确定盖梁支座的支撑间距
    增设桩柱 打桩,浇筑墩身系梁,增设支座 ★★★★ 桥宽较大,净空不受限制时适用 改变了箱梁横梁的受力模式,橫梁横桥向由单点双悬臂受力体系变为多点支撑受力体系,需结合验算确定盖梁支座的支撑间距,且影响景观效果;施工周期长,成本高
    改造桥墩 植筋,浇筑墩身,增设支座 ★★★ 桥宽较小,净空不受限制时使用
    墩顶增加扩大支撑 植筋,焊接四周支撑 桥宽较小,倾覆效应较小时使用 施工方面,不影响桥上桥下交通,经济 临时性构造,对抗倾覆承载力提高有限
    增大端横梁或联端支座外移 植筋,浇筑端横梁,增设或移动支座 ★★★★★ 净空受限,倾覆效应较大时使用 永久性加固方法,联端支座间距增大,抗倾覆承载力提高效果显著 需中断桥上交通,改变端横梁原有的支撑形式或支撑间距,需进行横梁验算;当采用三支座支撑时,受力不均匀
    设置拉压支座 箱梁顶升,更换支座 ★★★★ 荷载作用下支座拉力较小时采用 施工简单,无须设置其他构造 成本较高,承载力提高有限
    墩梁固结 植筋,浇筑混凝土 ★★★★ 桥墩较高或墩梁固结对结构体系受力影响较小 提高箱梁整体稳定性 改变箱梁和桥墩原有受力模式,需结合验算确定
    下载: 导出CSV
  • [1] 《中国公路学报》编辑部. 中国桥梁工程学术研究综述·2021[J]. 中国公路学报, 2021, 34(2): 1-97. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL202102002.htm

    Editorial Department of China Journal of Highway and Transport. Review on China's bridge engineering research: 2021[J]. China Journal of Highway and Transport, 2021, 34(2): 1-97. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL202102002.htm
    [2] 江婧. 超小半径曲线梁桥受力特点和合理约束方式研究[D]. 长沙: 中南大学, 2010.

    JIANG Jing. Study on mechanical characteristics and reasonable restraint methods of super small radius curved beam bridge[D]. Changsha: Central South University, 2010. (in Chinese)
    [3] 李松辉. 公路桥梁限载取值的可靠性分析模型研究[J]. 土木工程学报, 2013, 46(9): 83-90. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201309014.htm

    Ll Song-hui. Reliability-based analytical model for determining the truck weight limits on highway bridges[J]. China Civil Engineering Journal, 2013, 46(9): 83-90. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201309014.htm
    [4] 杭文. 公路货运车辆载重规制策略研究[D]. 南京: 东南大学, 2006.

    HANG Wen. A study on strategies of weight regulation for highway freight vehicles[D]. Nanjing: Southeast University, 2006. (in Chinese)
    [5] 袁阳光, 黄平明, 韩万水, 等. 基于可靠度理论的中小跨径桥梁卡车载重限值研究[J]. 工程力学, 2017, 34(8): 161-170. https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX201708018.htm

    YUAN Yang-guang, HUANG Ping-ming, HAN Wan-shui, et al. Reliability based research on truck-load limitation of medium-small-spanbridges[J]. Engineering Mechanics, 2017, 34(8): 161-170. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX201708018.htm
    [6] 吉伯海, 傅中秋. 近年国内桥梁倒塌事故原因分析[J]. 土木工程学报, 2010, 43(增1): 495-498. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC2010S1086.htm

    JI Bo-hai, FU Zhong-qiu. Analysis of Chinese bridge collapse accident causes in recent years[J]. China Civil Engineering Journal, 2010, 43(S1): 495-498. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC2010S1086.htm
    [7] DENG Lu, YU Yang, ZOU Qi-ling, et al. State-of-the-art review of dynamic impact factors of highway bridges[J]. Journal of Bridge Engineering, 2015, 20(5): 04014080. doi: 10.1061/(ASCE)BE.1943-5592.0000672
    [8] 彭卫兵, 沈佳栋, 唐翔, 等. 近期典型桥梁事故回顾、分析与启示[J]. 中国公路学报, 2019, 32(12): 132-144. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201912015.htm

    PENG Wei-bing, SHEN Jia-dong, TANG Xiang, et al. Review, analysis, and insights on recent typical bridge accidents[J]. China Journal of Highway and Transport, 2019, 32(12): 132-144. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201912015.htm
    [9] 熊文, 蔡春声, 张嵘钊. 桥梁水毁研究综述[J]. 中国公路学报, 2021, 34(11): 10-28. doi: 10.3969/j.issn.1001-7372.2021.11.002

    XIONG Wen, CAI Chun-sheng, ZHANG Rong-zhao. Review of hydraulic bridge failures[J]. China Journal of Highway and Transport, 2021, 34(11): 10-28. (in Chinese) doi: 10.3969/j.issn.1001-7372.2021.11.002
    [10] 姜爱国, 杨志. 独柱墩曲线梁桥倾覆轴线研究[J]. 世界桥梁, 2013, 41(4): 58-61. https://www.cnki.com.cn/Article/CJFDTOTAL-GWQL201304012.htm

    JIANG Ai-guo, YANG Zhi. Study of overturning axis of curved beam bridge with single-columnpiers[J]. World Bridges, 2013, 41(4): 58-61. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GWQL201304012.htm
    [11] 李会驰, 刘晓娣, 冯苠. 箱梁匝道桥运营期倾覆风险管理[J]. 公路, 2016, 61(7): 88-93. https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL201607018.htm

    Ll Hui-chi, LIU Xiao-di, FENG Min. Overturning risk management of box-girder ramp bridge in operation period[J]. Highway, 2016, 61(7): 88-93. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL201607018.htm
    [12] PENG Wei-bing, TANG Zhi-wen, WANG Dong-ze, et al. A forensic investigation of the Xiaoshan ramp bridge collapse[J]. Engineering Structures, 2020, 224(8): 111203.
    [13] 彭卫兵, 朱志翔, 谭超, 等. 强倾弱弯梁桥设计准则研究[J]. 中国公路学报, 2021, 34(2): 155-161. doi: 10.19721/j.cnki.1001-7372.2021.02.005

    PENG Wei-bing, ZHU Zhi-xiang, TAN Chao, et al. Strong overturning-weak bending design criterion for girder bridges[J]. China Journal of Highway and Transport, 2021, 34(2): 155-161. (in Chinese) doi: 10.19721/j.cnki.1001-7372.2021.02.005
    [14] 李会驰, 袁洪, 赵君黎. 《公路钢筋混凝土及预应力混凝土桥涵设计规范》JTG D62修编简介[C]//中国土木工程学会. 第十七届全国混凝土及预应力混凝土学术会议暨第十三届预应力学术交流会. 南京: 中国土木工程学会, 2015: 2-9.

    LI Hui-chi, YUAN Hong, ZHAO Jun-li. Introduction to revision of "Specifications for Design of Highway Reinforced Concrete and Prcstressed Concrete Bridgcs and Culverts" JTG D62[C]// China Civil Engineering Society. The 17th National Concrete and Prestressed Concrete Academic Conference and the 13th Prestressed Academic Exchange Conference. Nanjing: China Civil Engineering Society, 2015: 2-9. (in Chinese)
    [15] 彭卫兵, 程波, 史贤豪, 等. 独柱墩梁桥倾覆破坏机理研究[J]. 自然灾害学报, 2014, 23(5): 98-106. doi: 10.13577/j.jnd.2014.0513

    PENG Wei-bing, CHENG Bo, SHI Xian-hao, et al. Research on mechanism of overturning failure of single column pier beam bridge[J]. Journal of Natural Disasters, 2014, 23(5): 98-106. (in Chinese) doi: 10.13577/j.jnd.2014.0513
    [16] PENG Wei-bing, ZHAO Hang, DAI Fei, et al. Analytical method for overturning limit analysis of single-column pier bridges[J]. Journal of Performance of Constructed Facilities, 2017, 31(4): 04017007. doi: 10.1061/(ASCE)CF.1943-5509.0000999
    [17] SHI Xue-fei, ZHOU Zi-jie, RUAN Xin. Failure analysis of a girder bridge collapse under eccentric heavy vehicles[J]. Journal of Bridge Engineering, 2016, 21(12): 05016009. doi: 10.1061/(ASCE)BE.1943-5592.0000964
    [18] DENG Tong-fa, ZHANG Jun-ping, LI Shuai, et al. Anti-overturning stability coefficient of curved girder bridges considering seismic action[J]. Journal of Vibroengineering, 2019, 21(3): 710-725. doi: 10.21595/jve.2019.20798
    [19] 彭卫兵, 潘若丹, 马俊, 等. 独柱墩梁桥倾覆破坏模式与计算方法研究[J]. 桥梁建设, 2016, 46(2): 25-30. https://www.cnki.com.cn/Article/CJFDTOTAL-QLJS201602005.htm

    PENG Wei-bing, PAN Ruo-dan, MA Jun, et al. Study of overturning failure modes and anti-overturning calculation methods for single-column pier beam bridges[J]. Bridge Construction, 2016, 46(2): 25-30. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-QLJS201602005.htm
    [20] 魏金校. 曲线梁桥倾覆计算理论与现场事故调查研究[D]. 杭州: 浙江工业大学, 2019.

    WEI Jin-xiao. Research on the theory for overturning calculation and forensic investigation of curved girder bridge collapse[D]. Hangzhou: Zhejiang University of Technology, 2019. (in Chinese)
    [21] 潘丽杰. 多点弹性支承下弯桥倾覆计算理论与验证[D]. 杭州: 浙江工业大学, 2017.

    PAN Li-jie. Research on calculation theory and verification of single column pier curved bridge with multi elastic supports[D]. Hangzhou: Zhejiang University of Technology, 2017. (in Chinese)
    [22] 王兵见, 赵航, 张豪, 等. 独柱墩梁桥横向稳定计算理论与验证[J]. 中国公路学报, 2017, 30(9): 93-100. doi: 10.3969/j.issn.1001-7372.2017.09.012

    WANG Bing-jian, ZHAO Hang, ZHANG Hao, et al. Lateral stability calculation theory and verification of single-column girder bridge[J]. China Journal of Highway and Transport, 2017, 30(9): 93-100. (in Chinese) doi: 10.3969/j.issn.1001-7372.2017.09.012
    [23] 彭卫兵, 朱志翔, 陈光军, 等. 梁桥倾覆机理、破坏模式与计算方法研究[J]. 土木工程学报, 2019, 52(12): 104-113. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201912010.htm

    PENG Wei-bing, ZHU Zhi-xiang, CHEN Guang-jun, et al. Research on overturning failure mode of beam bridges and applicability of calculation method[J]. China Civil Engineering Journal, 2019, 52(12): 104-113. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201912010.htm
    [24] 熊文, 鲁圣弟, 龚玄, 等. 独柱墩梁桥倾覆临界状态分析及规范法的适用性[J]. 中国公路学报, 2018, 31(3): 49-58. doi: 10.19721/j.cnki.1001-7372.2018.03.006

    XIONG Wen, LU Sheng-di, GONG Xuan, et al. Critical condition analysis of overturned bridges with single-column piers and applicability of design standards[J]. China Journal of Highway and Transport, 2018, 31(3): 49-58. (in Chinese) doi: 10.19721/j.cnki.1001-7372.2018.03.006
    [25] 彭卫兵, 徐文涛, 陈光军, 等. 独柱墩梁桥抗倾覆承载力计算方法[J]. 中国公路学报, 2015, 28(3): 66-72. doi: 10.19721/j.cnki.1001-7372.2015.03.009

    PENG Wei-bing, XU Wen-tao, CHEN Guang-jun, et al. Calculation method for anti-overturning capacity of single column pier girder bridge[J]. China Journal of Highway and Transport, 2015, 28(3): 66-72. (in Chinese) doi: 10.19721/j.cnki.1001-7372.2015.03.009
    [26] 张子政. 萧山工人路匝道桥倒塌机理分析[D]. 杭州: 浙江工业大学, 2018.

    ZHANG Zi-zheng. Analysis on the collapse mechanism of Xiaoshan Workers' Road Ramp Bridge[D]. Hangzhou: Zhejiang University of Technology, 2018. (in Chinese)
    [27] XIONG Wen, CAI C S, KONG Bo, et al. Overturning-collapse modeling and safety assessment for bridges supported by single-column piers[J]. Journal of Bridge Engineering, 2017, 22(11): 0401708.
    [28] CHENG Kun, TANG Guo-bin, SHEN Kun. Detailed numerical analysis for overturning of concrete box-girder bridges with single-column piers[J]. Applied Mechanics and Materials, 2015(744): 758-762.
    [29] SHI Xue-fei, CAO Zhen, MA Hai-ying, et al. Failure analysis on a curved girder bridge collapse under eccentric heavy vehicles using explicit finite element method: case study[J]. Journal of Bridge Engineering, 2018, 23(3): 05018001. doi: 10.1061/(ASCE)BE.1943-5592.0001201
    [30] YANG Xiao-yan, GONG Jin-xin, XU Bo-han, et al. Evaluation of multi-lane transverse reduction factor under random vehicle load[J]. Computers and Concrete, 2017, 19(6): 725-736.
    [31] FIORILLO G, GHOSN M. Fragility analysis of bridges due to overweight traffic load[J]. Structure and Infrastructure Engineering, 2018, 14(5): 619-633. doi: 10.1080/15732479.2017.1380675
    [32] 吴腾, 葛耀君, 熊洁. 现行国内外公路桥梁汽车荷载及其响应的比较[J]. 结构工程师, 2008, 24(5): 130-136. https://www.cnki.com.cn/Article/CJFDTOTAL-JGGC200805023.htm

    WU Teng, GE Yao-jun, XIONG Jie. Live load and its response of highway bridges based on international and domestic design codes[J]. Structural Engineers, 2008, 24(5): 130-136. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JGGC200805023.htm
    [33] 周勇军, 孙婧, 梁玉照. 公路桥梁设计荷载基本组合的分项系数值及其效应对比[J]. 公路, 2012, 57(1): 103-107. https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL201201022.htm

    ZHOU Yong-jun, SUN Jing, LIANG Yu-zhao. Subitem coefficient value of basic combination of design load of highway bridge and its effect comparison[J]. Highway, 2012, 57(1): 103-107. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL201201022.htm
    [34] 杨晓艳, 贡金鑫, 冯云芬. 不同跨径桥梁车辆荷载分项系数及可靠度[J]. 中国公路学报, 2015, 28(6): 59-66. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201506009.htm

    YANG Xiao-yan, GONG Jin-xin, FENG Yun-fen. Partial factors of vehicle loads and reliability analysis of bridges with different spans[J]. China Journal of Highway and Transport, 2015, 28(6): 59-66. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201506009.htm
    [35] 张士铎. 公路桥梁车道荷载模式及其应用[J]. 中国公路学报, 1994, 7(增1): 92-97. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL4S1.016.htm

    ZHANG Shi-duo. Highway lane loading model and its application[J]. China Journal of Highway and Transport, 1994, 7(S1): 92-97. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL4S1.016.htm
    [36] 庄冬利. 偏载作用下箱梁桥抗倾覆稳定问题的探讨[J]. 桥梁建设, 2014, 44(2): 27-31. https://www.cnki.com.cn/Article/CJFDTOTAL-QLJS201402005.htm

    ZHUANG Dong-li. Study of overturning stability issues of box girder bridges under action of eccentric load[J]. Bridge Construction, 2014, 44(2): 27-31. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-QLJS201402005.htm
    [37] 曹景, 刘志才, 冯希训. 箱形截面直线桥及曲线桥抗倾覆稳定性分析[J]. 桥梁建设, 2014, 44(3): 69-74. https://www.cnki.com.cn/Article/CJFDTOTAL-QLJS201403012.htm

    CAO Jing, LIU Zhi-cai, FENG Xi-xun. Analysis of overturning stability of straight and curved bridges with box sections[J]. Bridge Construction, 2014, 44(3): 69-74. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-QLJS201403012.htm
    [38] 王业路, 闫强, 郑东. 独柱墩微弯梁桥横向抗倾覆稳定性研究[C]//世界交通运输大会执委会. 2021世界交通运输大会. 北京: 人民交通出版社股份有限公司, 2021: 1087-1095.

    WANG Ye-lu, YAN Qiang, ZHENG Dong. Study on lateral anti-overturning stability of slightly curved beam bridge with single column pier[C]//World Transport Congress Executive Committee. 2021 World Transportation Conference. Beijing: People's Communications Press Co., Ltd., 2021: 1087-1095. (in Chinese)
    [39] 李盼到, 马利君. 独柱支撑匝道桥抗倾覆验算汽车荷载研究[J]. 桥梁建设, 2012, 42(3): 14-18. https://www.cnki.com.cn/Article/CJFDTOTAL-QLJS201203004.htm

    LI Pan-dao, MA Li-jun. Study of truck load for overturning resistance checking calculation of single-column supported ramp bridge[J]. Bridge Construction, 2012, 42(3): 14-18. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-QLJS201203004.htm
    [40] ZHOU Yong-jun, MA Z J, ZHAO Yu, et al. Improved definition of dynamic load allowance factor for highway bridges[J]. Structural Engineering and Mechanics, 2015, 54(3): 561-577.
    [41] 周勇军, 赵洋, 赵煜, 等. 基于动载试验荷载效率的简支梁桥冲击系数研究[J]. 振动与冲击, 2021, 40(20): 207-216. https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ202120026.htm

    ZHOU Yong-jun, ZHAO Yang, ZHAO Yu, et al. A study on dynamic load allowance of a simply supported girder bridge based on load efficiency of a dynamic loadtest[J]. Journal of Vibration and Shock, 2021, 40(20): 207-216. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ202120026.htm
    [42] PAULTRE P, CHAALLAL O, PROULX J. Bridge dynamics and dynamic amplification factors—a review of analytical and experimental findings[J]. Canadian Journal of Civil Engineering, 1992, 19(2): 260-278.
    [43] 邓露, 王维. 公路桥梁动力冲击系数研究进展[J]. 动力学与控制学报, 2016, 14(4): 289-300. https://www.cnki.com.cn/Article/CJFDTOTAL-DLXK201604001.htm

    DENG Lu, WANG Wei. Research progress on dynamic impact factors of highway bridges[J]. Journal of Dynamics and Control, 2016, 14(4): 289-300. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DLXK201604001.htm
    [44] DENG Lu, CAI C S. Development of dynamic impact factor for performance evaluation of existing multi-girder concrete bridges[J]. Engineering Structures, 2010, 32(1): 21-31.
    [45] 邓露, 何维, 俞扬, 等. 公路车-桥耦合振动的理论和应用研究进展[J]. 中国公路学报, 2018, 31(7): 38-54. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201807004.htm

    DENG Lu, HE Wei, YU Yang, et al. Research progress in theory and applications of highway vehicle-bridge coupling vibration[J]. China Journal of Highway and Transport, 2018, 31(7): 38-54. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201807004.htm
    [46] 周勇军, 蔡军哲, 石雄伟, 等. 基于加权法的桥梁冲击系数计算方法[J]. 交通运输工程学报, 2013, 13(4): 29-36. doi: 10.19818/j.cnki.1671-1637.2013.04.005

    ZHOU Yong-jun, CAI Jun-zhe, SHI Xiong-wei, et al. Computing method of bridge impact factor based on weighted method[J]. Journal of Traffic and Transportation Engineering, 2013, 13(4): 29-36. (in Chinese) doi: 10.19818/j.cnki.1671-1637.2013.04.005
    [47] 周勇军, 薛宇欣, 李冉冉, 等. 桥梁冲击系数理论研究和应用进展[J]. 中国公路学报, 2021, 34(4): 31-50. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL202104004.htm

    ZHOU Yong-jun, XUE Yu-xin, LI Ran-ran, et al. State-of-the-art of theory and applications of bridge dynamic load allowance[J]. China Journal of Highway and Transport, 2021, 34(4): 31-50. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL202104004.htm
    [48] HUANG Dong-zhou, WANG T L, SHAHAWY M. Dynamic behavior of horizontally curved Ⅰ-girder bridges[J]. Computers and Structures, 1995, 57(4): 703-714.
    [49] 周新平, 宋一凡, 贺拴海. 公路曲线梁桥车桥耦合振动数值分析[J]. 长安大学学报(自然科学版), 2009, 29(6): 41-46. https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200906011.htm

    ZHOU Xin-ping, SONG Yi-fan, HE Shuan-hai. Numerical analysis for coupled vibration of vehicle-bridge on highway curved-bridge[J]. Journal of Chang'an University (Natural Science Edition), 2009, 29(6): 41-46. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200906011.htm
    [50] 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, 235. https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ201001013.htm

    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 loads[J]. Journal of Vibration and Shock, 2010, 29(1): 38-42, 235. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ201001013.htm
    [51] 黄晓敏, 黄新艺, 卓卫东, 等. 混凝土连续曲线箱梁桥在多车荷载作用下的冲击效应分析[J]. 振动与冲击, 2012, 31(24): 137-142. https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ201224029.htm

    HUANG Xiao-min, HUANG Xin-yi, ZHUO Wei-dong, et al. Impact effect analysis for a continuous concrete curved bridge due to multi-vehicle loading[J]. Journal of Vibration and Shock, 2012, 31(24): 137-142. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ201224029.htm
    [52] LI S H, REN J Y. Analytical study on dynamic responses of a curved beam subjected to three-directional moving loads[J]. Applied Mathematical Modelling, 2018, 58(2): 365-387.
    [53] 焦驰宇, 刘陆宇, 龙佩恒, 等. 城市曲线梁桥爬移现象及解决措施研究[J]. 工程力学, 2015, 32(增1): 177-183. https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX2015S1032.htm

    JIAO Chi-yu, LIU Lu-yu, LONG Pei-heng, et al. Study on "creeping" phenomenon of curved continuous girder bridges[J]. Engineering Mechanics, 2015, 32(S1): 177-183. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX2015S1032.htm
    [54] LEI Xiao, JIANG Han-wan, WANG Jie. Temperature effects on horizontally curved concrete box-girder bridges with single-column piers[J]. Journal of Aerospace Engineering, 2019, 32(3): 04019008.
    [55] 樊健生, 刘诚, 刘宇飞. 钢-混凝土组合梁桥温度场与温度效应研究综述[J]. 中国公路学报, 2020, 33(4): 1-13. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL202004001.htm

    FAN Jian-sheng, LIU Cheng, LIU Yu-fei. Review of temperature distribution and temperature effects of steel-concrete composite girder bridges in China[J]. China Journal of Highway and Transport, 2020, 33(4): 1-13. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL202004001.htm
    [56] 李杰, 冯冠杰, 林丽娟, 等. 温度作用下考虑残余变形累积效应的曲线梁爬移机理分析[J]. 科学技术与工程, 2017, 17(34): 124-129. https://www.cnki.com.cn/Article/CJFDTOTAL-KXJS201734020.htm

    LI Jie, FENG Guan-jie, LIN Li-juan, et al. Lateral creep deformation mechanism analysis of curved beam considering the cumulative effect of residual deformation under temperature[J]. Science Technology and Engineering, 2017, 17(34): 124-129. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-KXJS201734020.htm
    [57] MOORTY S, ROEDER C W. Temperature-dependent bridge movements[J]. Journal of Structural Engineering, 1992, 118(4): 1090-1105.
    [58] 王光明, 季鑫霖, 朱力, 等. 曲线钢-混凝土组合箱梁桥的爬移行为[J]. 北京交通大学学报, 2021, 45(1): 126-135. https://www.cnki.com.cn/Article/CJFDTOTAL-BFJT202101016.htm

    WANG Guang-ming, JI Xin-lin, ZHU Li, et al. Lateral deviation behavior of curved steel-concrete composite box girder bridges[J]. Journal of Beijing Jiaotong University, 2021, 45(1): 126-135. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-BFJT202101016.htm
    [59] 童智洋. 温度效应对连续曲线箱梁受力的影响[J]. 铁道建筑, 2008, 48(11): 4-6. https://www.cnki.com.cn/Article/CJFDTOTAL-TDJZ200811001.htm

    TONG Zhi-yang. Influence of temperature effect on stress of continuous curved box girder[J]. Railway Engineering, 2008, 48(11): 4-6. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TDJZ200811001.htm
    [60] 鲜秋适. 温度荷载作用下混凝土曲线箱梁桥的平面位移研究[D]. 西安: 长安大学, 2013.

    XIAN Qiu-shi. The research of girder bridge's plane displacement under the action of temperature load[D]. Xi'an: Chang'an University, 2013. (in Chinese)
    [61] TU Jun, YI Xiao-wei, WU Qi-ming, et al. Analysis on the lateral creeping of a curved concrete girder bridge[J]. Applied Mechanics and Materials, 2015, 744-746: 845-849.
    [62] 李洁, 李国平. 曲线连续箱梁桥侧倾和支座脱空原因分析[C]//中国公路学会. 全国斜拉桥关键技术论文集. 厦门: 人民交通出版社, 2012: 286-291.

    LI Jie, LI Guo-ping. Analysis of the causes of lateral tilting and bearing dehiscence in curved continuous box girder bridge[C]//China Highway and Transportation Society. Proceedings of National Key Technology of Cable-Stayed Bridge. Xiamen: China Communications Press, 2012: 286-291. (in Chinese)
    [63] 赵成功, 王小冬, 杨德厚, 等. 既有中小跨径曲线梁桥梁体径向爬移机理分析[J]. 中外公路, 2018, 38(3): 162-167. https://www.cnki.com.cn/Article/CJFDTOTAL-GWGL201803034.htm

    ZHAO Cheng-gong, WANG Xiao-dong, YANG De-hou, et al. Research on existing medium and small span curve bridges about the mechanisms of beam body radial moving[J]. Journal of China and Foreign Highway, 2018, 38(3): 162-167. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GWGL201803034.htm
    [64] 聂雷. 独柱支承桥梁抗倾覆加固技术研究与应用[D]. 北京: 清华大学, 2017.

    NIE Lei. Research and application of anti-overturning and structural-reinforcement technology of single-column bearing bridge[D]. Beijing: Tsinghua University, 2017. (in Chinese)
    [65] 李翠华, 刘苗苗, 彭卫兵, 等. 弯桥偏位和爬移典型案例和机理研究[J]. 自然灾害学报, 2022, 31(3): 132-140. https://www.cnki.com.cn/Article/CJFDTOTAL-ZRZH202203013.htm

    LI Cui-hua, LIU Miao-miao, PENG Wei-bing, et al. Research on typical cases of curved girder bridges and deviation mechanism[J]. Journal of Natural Disasters, 2022, 31(3): 132-140. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZRZH202203013.htm
    [66] 许延祺. 顶板短束在城市小半径曲线梁桥中的应用[J]. 铁道工程学报, 2012, 29(1): 35-39, 93. https://www.cnki.com.cn/Article/CJFDTOTAL-TDGC201201009.htm

    XU Yan-qi. Application of roof short prestressed tendons in urban small radius curved girder bridge[J]. Journal of Railway Engineering Society, 2012, 29(1): 35-39, 93. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TDGC201201009.htm
    [67] 李会驰, 穆少华, 赵君黎, 等. 独柱墩箱梁桥倾覆稳定性验算方法研究[C]//中国公路学会. 2013年全国桥梁学术会议论文集. 沈阳: 人民交通出版社, 2013: 742-749.

    LI Hui-chi, MU Shao-hua, ZHAO Jun-li, et al. Study on checking calculation method of overturning stability of box girder bridge with single column pier[C]//China Highway and Transportation Society. Proceedings of 2013 National Bridge Academic Conference. Shenyang: China Communications Press, 2013: 742-749. (in Chinese)
    [68] 童智洋. 混凝土收缩徐变对连续曲线箱梁桥的受力影响[J]. 铁道建筑, 2010, 50(6): 14-15. https://www.cnki.com.cn/Article/CJFDTOTAL-TDJZ201006008.htm

    TONG Zhi-yang. Influence of concrete shrinkage and creep on continuous curved box girder bridge[J]. Railway Engineering, 2010, 50(6): 14-15. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TDJZ201006008.htm
    [69] 王军文, 石现峰, 李建中. 预应力混凝土连续组合梁桥的收缩徐变次内力分析[J]. 公路交通科技, 2003, 20(5): 40-44. https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK200305011.htm

    WANG Jun-wen, SHI Xian-feng, LI Jian-zhong. Analysis of shrinkage and creep secondary internal forces in continuous prestressed concrete composite girder bridges[J]. Journal of Highway and Transportation Research and Development, 2003, 20(5): 40-44. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK200305011.htm
    [70] 赵成功, 赵人达, 贾毅, 等. 基于弹性防偏-塑性卸载机理的梁体横向限位设备[J]. 西南交通大学学报, 2021, 56(4): 760-768. https://www.cnki.com.cn/Article/CJFDTOTAL-XNJT202104011.htm

    ZHAO Cheng-gong, ZHAO Ren-da, JIA Yi, et al. Lateral displacement restrainer of beam based on elastic deviation prevention and plastic unloading mechanism[J]. Journal of Southwest Jiaotong University, 2021, 56(4): 760-768. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XNJT202104011.htm
    [71] 史方华, 刘苗苗, 余茂峰, 等. 曲线梁桥爬移模式和典型案例研究[J]. 世界桥梁, 2021, 49(6): 96-102. https://www.cnki.com.cn/Article/CJFDTOTAL-GWQL202106018.htm

    SHI Fang-hua, LIU Miao-miao, YU Mao-feng, et al. Lateral displacement patterns of curved bridge and typical cases study[J]. World Bridges, 2021, 49(6): 96-102. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GWQL202106018.htm
    [72] El-TAWIL S, OKEIL A M. Behavior and design of curved composite box girder bridges[R]. Orlando: University of Central Florida, 2002.
    [73] 万世成, 黄侨. 独柱墩连续梁桥偏载下的抗倾覆稳定性研究综述[J]. 中外公路, 2015, 35(4): 156-161. https://www.cnki.com.cn/Article/CJFDTOTAL-GWGL201504041.htm

    WAN Shi-cheng, HUANG Qiao. Review on the anti- overturning stability of single-pillar pier continuous beam bridges under partial load[J]. Journal of China and Foreign Highway, 2015, 35(4): 156-161. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GWGL201504041.htm
    [74] HAMBLY E C. Overturn inginstability[J]. Journal of Geotechnical Engineering, 1990, 116(4): 704-709.
    [75] 祁志伟. 城市连续箱梁桥横向抗倾覆稳定性分析[D]. 长沙: 中南大学, 2013.

    QI Zhi-wei. Analysis of urban continuous box girder transverse overturning stability[D]. Changsha: Central South University, 2013. (in Chinese)
    [76] 孙晓博. 独柱墩曲线桥梁抗倾覆稳定性分析[D]. 长春: 吉林大学, 2016.

    SUN Xiao-bo. Anti-overturning stability analysis for curved girder bridge with single column pier[D]. Changchun: Jilin University, 2016. (in Chinese)
    [77] 舒港恩. 独柱墩连续弯桥抗倾覆稳定性研究[D]. 济南: 山东建筑大学, 2020.

    SHU Gang-en. Study on anti-overturning stability of continuous curved bridge with single pier[D]. Jinan: Shandong Jianzhu University, 2020. (in Chinese)
    [78] 熊文亮. 弯梁桥抗倾覆性能的有机玻璃模型试验与分析[D]. 福州: 福州大学, 2018.

    XIONG Wen-liang. Perspex models test and analysis on anti-overturning performance of curved girder bridges[D]. Fuzhou: Fuzhou University, 2018. (in Chinese)
    [79] 宫亚峰, 何钰龙, 谭国金, 等. 三跨独柱连续曲线梁桥抗倾覆稳定性分析[J]. 吉林大学学报(工学版), 2018, 48(1): 113-120. https://www.cnki.com.cn/Article/CJFDTOTAL-JLGY201801014.htm

    GONG Ya-feng, HE Yu-long, TAN Guo-jin, et al. Anti-overturning stability analysis for three-span continuous curved girder bridge with single column pier[J]. Journal of Jilin University (Engineering and Technology Edition), 2018, 48(1): 113-120. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JLGY201801014.htm
    [80] 董学智. 城市独柱墩曲线梁桥抗倾覆稳定性分析[D]. 广州: 广东工业大学, 2015.

    DONG Xue-zhi. Analysis of urban single-column pier curved girder bridge overturning stability[D]. Guangzhou: Guangdong University of Technology, 2015. (in Chinese)
    [81] 丁汉山, 刘华, 胡丰玲, 等. 高架桥弯梁抗扭稳定性分析[J]. 交通运输工程学报, 2004, 4(3): 44-48. http://transport.chd.edu.cn/article/id/200403011

    DING Han-shan, LIU Hua, HU Feng-ling, et al. Overturning stability analysis of curved box girder bridge[J]. Journal of Traffic and Transportation Engineering, 2004, 4(3): 44-48. (in Chinese) http://transport.chd.edu.cn/article/id/200403011
    [82] 郑淳. 独柱高墩曲线梁桥抗倾覆分析[D]. 重庆: 重庆交通大学, 2021.

    ZHENG Chun. Anti-overturning analysis of continuous beam bridge with high single pier[D]. Chongqing: Chongqing Jiaotong University, 2021. (in Chinese)
    [83] 胡立华, 李建. 城市小半径曲线高架桥倾覆稳定性研究分析[J]. 中国安全生产科学技术, 2021, 17(增2): 68-73. https://www.cnki.com.cn/Article/CJFDTOTAL-LDBK2021S2013.htm

    HU Li-hua, LI Jian. Study and analysis on overturning stability of urban small radius curved viaduct[J]. Journal of Safety Science and Technology, 2021, 17(S2): 68-73. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-LDBK2021S2013.htm
    [84] 陈彦江, 王俊华, 闫维明, 等. 小半径曲线梁桥抗倾覆性能研究[J]. 公路, 2014, 59(10): 143-147. https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL201410034.htm

    CHEN Yan-jiang, WANG Jun-hua, YAN Wei-ming, et al. Study of anti-overturning performance of small- radius curved bridge[J]. Highway, 2014, 59(10): 143-147. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL201410034.htm
    [85] 曹雪琴. 独柱墩箱梁桥抗倾覆稳定性研究[D]. 贵阳: 贵州大学, 2021.

    CAO Xue-qin. Study on anti-overturning stability of single column pier box girder bridge[D]. Guiyang: Guizhou University, 2021. (in Chinese)
    [86] 李克银. 站区曲线钢箱梁桥稳定性探讨[J]. 铁道工程学报, 2011, 28(12): 64-68. https://www.cnki.com.cn/Article/CJFDTOTAL-TDGC201112013.htm

    LI Ke-yin. Discuss on the stability of steel-box-girder-bridge in railway station area[J]. Journal of Railway Engineering Society, 2011, 28(12): 64-68. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TDGC201112013.htm
    [87] 史贤豪. 偏载作用下独柱墩梁桥的倒塌机理研究[D]. 杭州: 浙江工业大学, 2014.

    SHI Xian-hao. Research on collapsed mechanism of single column pier beam bridge under offset load[D]. Hangzhou: Zhejiang University of Technology, 2014. (in Chinese)
    [88] 宋福春, 李孟臣, 张国强. 曲线桥抗倾覆稳定性分析[J]. 公路, 2018, 63(4): 65-69. https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL201804013.htm

    SONG Fu-chun, LI Meng-chen, ZHANG Guo-qiang. Analysis of overturning stability of curved bridge[J]. Highway, 2018, 63(4): 65-69. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL201804013.htm
    [89] 王文龙, 吴海军, 董壮壮. 支座布置形式对曲线梁桥抗倾覆能力的影响[J]. 中外公路, 2015, 35(5): 197-200. https://www.cnki.com.cn/Article/CJFDTOTAL-GWGL201505047.htm

    WANG Wen-long, WU Hai-jun, DONG Zhuang-zhuang. Influence of bearing arrangement on overturning resistance of curved beam bridge[J]. Journal of China and Foreign Highway, 2015, 35(5): 197-200. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GWGL201505047.htm
    [90] STREIT W, MANG R. Uberschlägiger Kippsicherheits nachweis für Stahlbeton-und Spannbetonbinder (mit in Längsrichtung Konstantem Querschnitt)[J]. Bauinge-Nieur, 1984, 59(11): 433-439.
    [91] GE Liang-fu, DAN Dan-hui, YAN Xin-fei, et al. Real time monitoring and evaluation of overturning risk of single-column-pier box-girder bridges based on identification of spatial distribution of moving loads[J]. Engineering Structures, 2020, 210: 110383.
    [92] 李盼到, 张京, 王美. 独柱支承梁式桥倾覆稳定性验算方法研究[J]. 世界桥梁, 2012, 40(6): 52-56. https://www.cnki.com.cn/Article/CJFDTOTAL-GWQL201206011.htm

    LI Pan-dao, ZHANG Jing, WANG Mei. Study of checking method for overturning stability of beam bridge supported by single-column pier[J]. World Bridges, 2012, 40(6): 52-56. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GWQL201206011.htm
    [93] 梁峰. 三跨独柱连续梁桥抗倾覆能力研究[J]. 公路, 2009, 54(10): 40-43. https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL200910011.htm

    LIANG Feng. Research on the anti-overturning ability of three-span continuous girder bridge with single column pier[J]. Highway, 2009, 54(10): 40-43. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL200910011.htm
    [94] KEKE P. Research on comprehensive evaluation method for anti-overturning safety of bridges with bent-straight beam[C]//Archives of Civil Engineering. IOP Conference Series: Materials Science and Engineering. Nanchang: IOP Publishing Ltd., 2018: 1-7.
    [95] 胡立华. 箱梁桥倾覆稳定分析方法及规范法的适用性[J]. 中国安全生产科学技术, 2021, 17(增2): 103-109. https://www.cnki.com.cn/Article/CJFDTOTAL-LDBK2021S2019.htm

    HU Li-hua. Applicability of analysis method and specification for overturning stability of box girder bridge[J]. Journal of Safety Science and Technology, 2021, 17(S2): 103-109. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-LDBK2021S2019.htm
    [96] XU Zhen, LU Xin-zheng, GUAN Hong, et al. Physics engine-driven visualization of deactivated elements and its application in bridge collapse simulation[J]. Automation in Construction, 2013, 35: 471-481.
    [97] LEE K, ANDRAWES B, LIM J, et al. A study on overturning failure of horizontally curved single steel box girders[J]. Engineering Failure Analysis, 2019, 97: 20-31.
    [98] 陈宝春, 黄冀卓, 余印根. 桥梁抗倒塌能力鲁棒性设计研究[J]. 重庆交通大学学报(自然科学版), 2014, 33(1): 1-7. https://www.cnki.com.cn/Article/CJFDTOTAL-CQJT201401001.htm

    CHEN Bao-chun, HUANG Ji-zhuo, YU Yin-gen. Robustness design of bridges collapse resistance[J]. Journal of Chongqing Jiaotong University (Natural Science), 2014, 33(1): 1-7. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-CQJT201401001.htm
    [99] 栗勇, 刘一平. 独柱支承梁式桥横向抗倾覆构造措施研究[J]. 世界桥梁, 2014, 42(1): 50-54. https://www.cnki.com.cn/Article/CJFDTOTAL-GWQL201401013.htm

    LI Yong, LIU Yi-ping. Study of transverse anti-overturning measures for single-colum supported beam bridge[J]. World Bridges, 2014, 42(1): 50-54. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GWQL201401013.htm
    [100] 孙全胜, 高红帅, 张冬久. 小半径曲线钢箱梁独柱墩匝道桥抗倾覆分析[J]. 中外公路, 2013, 33(5): 114-118.

    SUN Quan-sheng, GAO Hong-shuai, ZHANG Dong-jiu. Anti-overturning analysis of small radius curved steel box girder single column pier ramp bridge[J]. Journal of China and Foreign Highway, 2013, 33(5): 114-118. (in Chinese)
    [101] 殷一莉. 独柱墩桥梁抗倾覆分析及其加固研究[D]. 天津: 河北工业大学, 2015.

    YIN Yi-li. The research of resistance to capsizing and reinforcement method on a bridge with single pedestal piers[D]. Tianjin: Hebei University of Technology, 2015. (in Chinese)
    [102] 危强, 张杰. 独柱墩桥梁的安全风险分析[J]. 公路, 2014, 59(6): 105-108. https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL201406022.htm

    WEI Qiang, ZHANG Jie. Safety risk analysis of bridges with single column piers[J]. Highway, 2014, 59(6): 105-108. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL201406022.htm
    [103] 黄国勇, 兰长青. 墩梁固结独柱墩桥梁抗倾覆分析及加固设计方法[J]. 公路交通科技, 2011, 7(12): 87-89. https://www.cnki.com.cn/Article/CJFDTOTAL-GLJJ201112028.htm

    HUANG Guo-yong, LAN Chang-qing. Anti-overturning analysis and reinforcement design method of pier beam consolidated single column pier bridge[J]. Journal of Highway and Transportation Research and Development, 2011, 7(12): 87-89. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GLJJ201112028.htm
    [104] DAN Dan-hui, YU Xue-wen, YAN Xin-fei, et al. Monitoring and evaluation of overturning resistance of box girder bridges based on time-varying reliability analysis[J]. Journal of Performance of Constructed Facilities, 2020, 34(1): 04019101.
  • 加载中
图(12) / 表(2)
计量
  • 文章访问数:  398
  • HTML全文浏览量:  55
  • PDF下载量:  83
  • 被引次数: 0
出版历程
  • 收稿日期:  2022-07-19
  • 网络出版日期:  2023-01-10
  • 刊出日期:  2022-12-25

目录

    /

    返回文章
    返回