Volume 22 Issue 6
Dec.  2022
Turn off MathJax
Article Contents
Article Navigation >  Journal of Traffic and Transportation Engineering  > 2022  >  22(6): 46-66
Next Previous
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
shu

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

doi: 10.19818/j.cnki.1671-1637.2022.06.003
  • 1.

    School of Highway, Chang'an University, Xi'an 710064, Shaanxi, China

  • 2.

    Key Laboratory of Bridge Detection Reinforcement Technology of Ministry of Communications, Chang'an University, Xi'an 710064, Shaanxi, China

  • 3.

    School of Vehicle and Transportation Engineering, Taiyuan University of Science and Technology, Taiyuan 030024, Shanxi, China

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
  • Author Bio:

    ZHOU Yong-jun(1978-), male, professor, PhD, zyj@chd.edu.cn

    WANG Ye-lu(1990-), male, engineer, doctoral student, 2017021032@chd.edu.cn

  • Received Date: 2022-07-19
  • Publish Date: 2022-12-25
    Abstract
  • To promote the sustainable development of highway bridges with single-column piers, the typical bridge overturning accidents at home and abroad were summarized. The research progress of highway bridges with single-column piers in the field of anti-overturning was systematically stated from three aspects: bridge overturning failure mechanism, influencing factors of overturning stability, and control methods for anti-overturning. The serious threat of overload to bridge structrue safety and the complexity and urgency of the overturning problem were emphasized. Research results show that bridge overturning accidents are mostly induced by eccentric overloaded vehicles, and the phenomenon of strong bending and weak overturning exists in these bridges with single-column piers. It is urgent to establish a calculation standard for heavy vehicle loads suitable for the bridge anti-overturning analysis due to different effects of vehicle loads on the bending moment, shear force, and torque moment of bridges. The overturning failure modes and the corresponding most unfavorable load states vary in terms of different bridges, and it is important to clarify the overturning axis mechanics models for the evolution of the most unfavorable overturning states of different failure modes, and the research should be intensified on the overturning axis mechanics models and the most unfavorable overturning states. The mechanism of bridge overturning under the coupling effect of temperature, prestress, shrinkage-creep, and bearing settlement is still unclear. Using the most unfavorable state of reaction force to describe the overturning limit state of the bridge ignores the mechanical connection between the overturning effect and the torque moment characteristics. It is suggested that the overturning failure modes and reasonable overturning axis mechanical models should be combined based on the reliability theory to improve the anti-overturning control calculation method, so as to reduce the safe operation risk of highway bridges with single-column piers. Under a certain extent of safety redundancy of anti-overturning and monitoring and maintaining of bridges, strengthening the management of overloads is the fundamental way to prevent such accidents. 2 tabs, 12 figs, 104 refs.

     

    • FullText(HTML)
  • loading
    • References(104)
  • [1]
    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]
    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]
    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]
    HANG Wen. A study on strategies of weight regulation for highway freight vehicles[D]. Nanjing: Southeast University, 2006. (in Chinese)
    [5]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    QI Zhi-wei. Analysis of urban continuous box girder transverse overturning stability[D]. Changsha: Central South University, 2013. (in Chinese)
    [76]
    SUN Xiao-bo. Anti-overturning stability analysis for curved girder bridge with single column pier[D]. Changchun: Jilin University, 2016. (in Chinese)
    [77]
    SHU Gang-en. Study on anti-overturning stability of continuous curved bridge with single pier[D]. Jinan: Shandong Jianzhu University, 2020. (in Chinese)
    [78]
    XIONG Wen-liang. Perspex models test and analysis on anti-overturning performance of curved girder bridges[D]. Fuzhou: Fuzhou University, 2018. (in Chinese)
    [79]
    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]
    DONG Xue-zhi. Analysis of urban single-column pier curved girder bridge overturning stability[D]. Guangzhou: Guangdong University of Technology, 2015. (in Chinese)
    [81]
    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]
    ZHENG Chun. Anti-overturning analysis of continuous beam bridge with high single pier[D]. Chongqing: Chongqing Jiaotong University, 2021. (in Chinese)
    [83]
    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]
    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]
    CAO Xue-qin. Study on anti-overturning stability of single column pier box girder bridge[D]. Guiyang: Guizhou University, 2021. (in Chinese)
    [86]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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]
    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.
    • Relative Articles
    • Supplements(0)
    • Cited By

Catalog

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (3242) PDF downloads(208) Cited by()
    Related

    Copyright《Journal of Traffic and Transportation Engineering》编辑部陕ICP备05001904号-1

    Address ：Editorial Department of Journal of Traffic and Transportation Engineering, Chang 'an University, Middle Section of South Second Ring Road, Xi 'an, Shaanxi（710064） Tel：029-82334388 Email：jygc@chd.edu.cn

    All visit:Today's visit:

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return