孙斌

职称:副教授

学位:博士

    研究方向

    1.桥梁工程创新结构与材料应用

    2.超大跨度斜拉悬索协作体系研究

    3.超高性能混凝土结构疲劳性能研究

    4.超高性能混凝土在桥梁工程中的应用

    研究项目

    1. 基于粒子群算法的基坑轴力智能程序2.0开发,2024.09-2026.08,主持

    2. 周邓快速路(S3-G1503)新建工程6标-桥梁验算,,2024.07-2027.08,主持

    3. 新合肥西站站区涉铁市政道路工程钢箱梁顶推施工精细化力学分析及线形控制,2023.12-2025.11,主持

    4. 湖杭高速公路吴兴至德清段工程软基路段开孔混凝土轻质路基关键技术研究科研项目,2022.08-2025.12,主持

    5. 整体预制钢混叠合梁结构优化及施工工艺研究,2021.08-2023.12,主持

    6. 软土条形深基坑开挖与支撑过程的智能控制算法研究,2021.11-2023.12,主持

    7. 城市景观桥梁关键技术研究,2020.12-2023.11,主持

    8. 大跨度U梁非对称加载悬臂拼装关键技术研究,2019.01-2022.03,主持

    9. 自锚式悬索桥施工图设计咨询及关键技术问题研究,2017.12-2020.11,主持

    10. 上海市松江区五朱公路园泄泾大桥主桥施工监控,2017.12-2019.12,主持

    11. 上海张江路改建工程川杨河桥施工监控,2016.10-2018.12,主持

    12. 诸暨市赵家镇香榧森林公园景区人行索桥复核,2015.09-2015.12,主持

    13. 超大跨径缆索承重桥梁智能化设计软件与核心技术标准研发,2021.12-2024.11,参与

    14. 软土地基自适应锚碇悬索桥结构体系设计和施工关键技术研究与示范,,2021.09-2024.06,参与

    15. 预应力超高性能混凝土梁抗剪破坏机理及承载力研究,2019.01-2022.12,主持

    16. 基于NC-UHPC的城市快速路网桥梁工程快速修复技术,2019.06-2019.06,参与

    17. 可更换式正交异性钢-UHPC组合桥面研究,,2016.07-2019.06,主持

    18. 国家重点基础研究发展计划(973计划),特大跨桥梁全寿命灾变控制与性能设计的基础研究之3.1子课题:基于寿命周期多重作用耦合的特大跨桥梁结构体系,,2013.01-2017.12,参与

    19. 斜拉桥混凝土索塔开裂机理及生命周期抗裂性能研究,,2014.01-2017.12,参与

    20. 大跨度钢桁架拱桥结构可靠性优化设计方法研究,,2012.01-2015.12,参与

    21. 部分地锚斜拉桥结构体系研究,,2011.01-2013.12,主持

    22. 预应力砼箱梁桥典型开裂破坏机理及其对策研究,,2009.01-2011.12,参与

    23. 超千米斜拉桥体系及减灾减振技术研究,,2006.12-2008.12,参与



    出版论著

    发表论文:

    [1]  Chaolin Song, Rucheng Xiao, Bin Sun. Optimization of cable pre-tension forces in long-span cable-stayed bridges considering the counterweight. Engineering Structures, 2018, 172: 919-828. (通讯作者)

    [2]  Ying Li, Ru-Cheng Xiao, Bin Sun. Study on design parameters of leaning-type arch bridges. Structural Engineering and Mechanics, 2017, 64 (2): 225-232. (通讯作者)

    [3]  Xiao Rucheng, Chen Minghao, Sun Bin. Determination of the reasonable state of suspension bridges with spatial cables.  Journal of Bridge Engineering, 2017, 22(9). (通讯作者)

    [4]  Sun Bin, Zhang Liwen, Qin Yidong, Xiao Rucheng. Economic performance of cable supported bridges. Structural Engineering and Mechanics, 2016, 59(4): 621-652.
    [5]  孙斌,胡志坚,张力文,秦一栋,肖汝诚.多塔悬索桥活载效应简化分析.,中国公路学报, 2015, 28(11): 60-66+81.
    [6]  Sun Bin, Xiao Ru-cheng, Optimization of dead load state in earth-anchored cable-stayed bridges. Journal of Harbin Institute of Technology (New Series), 2015, 22(3): 87-94.
    [7]  孙斌,肖汝诚,CAI C S,部分地锚斜拉桥经济性能分析,同济大学学报(自然科学版),2013,10:1476-1482+1489.
    [8]  Sun Bin, Cai C.S., Xiao Ru-cheng, Analysis strategy and parametric study of cable-stayed-suspension bridges. Advances in structural engineering, 2013, 16(6): 1081-1102.
    [9]  SUN Bin, Cheng Jin, Xiao Ru-cheng, Preliminary design and parametric study of a 1400m partially earth-anchored cable-stayed bridge, Science in China Series E: Technological Sciences, February 2010 Vol.53 No.2: 502–511.
    [10]  孙斌,肖汝诚,基于ANSYS的桥梁几何非线性活载效应分析,结构工程师,2010,02:51-56.
    [11]  孙斌,肖汝诚,贾丽君,主跨1400m部分地锚式斜拉桥方案试设计,桥梁建设,2009,03:51-54.
    [12]  孙斌,朱劲松,肖汝诚,大跨度预应力混凝土斜拉桥基于定期检测的损伤识别方法,公路交通科技,2007,06:71-74+85.
    [13]  Sun Bin, Xiao Ru-cheng, Zhuang Dongli, Yuan Shuaihua, Xue Erle. Practical Method for Completed Dead Load State Determination in Cable-Stayed Bridges with Earth Anchors. IBSBI 2014, October 16 -18, 2014, Athens, Greece: 237-244.

    [14] Sun,Bin; Luo,Rui;Quan,Cheng-hao; Song,Chao-lin*; Xiao,Ru-cheng ; Shear behavior of prestressedUHPC rectangular beams: experimental investigation and limit equilibriumstate-based prediction method, Archives of Civil and Mechanical Engineering,2023, 24(1): 31

    [15] Sun,Bin; Luo,Rui;Xiao,Ru-cheng*; Huang,Jian-yong; Song,Chao-lin; Wang,Jun-yan; Wang,Wei ; Studyon flexural and shear performance of ultra‐high performance concreteprefabricated pibeams, Structural Concrete, 2023.12, 24(6): 7116-7134

    [16] Xiao,Ru-Cheng; Song,Chao-Lin;Sun,Bin*; Dai,Wei; Liu,Jia-Ling ; Reliability-assisted determination of partialfactors for the design of main cables considering secondary stress effect,Structures, 2023, 48: 1479-1490

    [17] Xiao,Ru-Cheng; Song,Chao-Lin;Sun,Bin*; Guo,Rui; Chen,Hui ; Design and experimental study of a replaceablesteel-UHPC composite bridge deck, Structures, 2022, 40: 1107-1120

    [18] Zhuang, Dong-Li; Xiao,Ru-Cheng; Jia, Li-Jun; Sun, Bin* ; Failure analysis for overall stabilityagainst sliding and overturning of a girder bridge, Engineering FailureAnalysis, 2020, 109: 104271


    授权专利

    1. 一种基于钢和UHPC的组合桥面

    2. 部分地锚式悬索桥及其施工方法


    其他成果

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