卜一之

教授

教授 博士生导师

电子邮箱:

所在单位:土木工程学院

学历:博士研究生毕业

办公地点:西南交通大学土木馆1505

联系方式:028-87601836

学位:工学博士学位

职称:教授

博士生导师

论文成果

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近年来出版专著和发表论文


专著和综述:

[1] 李乔卜一之张清华大跨度斜拉桥施工几何控制概论与应用[M]. 成都西南交通大学出版社, 2009.

[2] 张清华卜一之李乔正交异性钢桥面板疲劳问题的研究进展[J]. 中国公路学报, 2017, 30(3): 14-30, 39.

2018年发表论文:

[1] Numerical study on cable-saddle frictional resistance of multispan suspension bridges[J]. Journal of Constructional Steel Research, 2018, 150: 51-59.

[2] Internal force transfer effect-based fatigue damage evaluation for PBL shear connector groups[J]. Journal of Constructional Steel Research, 2018, 148: 469-478.

[3] Influence of asphalt pavement conditions on fatigue damage of orthotropic steel decks: parametric analysis[J]. Journal of Bridge Engineering, 23(12), 2018, 10.1061/(ASCE)BE.1943-5592.0001313.

[4] Fatigue damage evaluation of orthotropic steel deck considering weld residual stress relaxation based on continuum damage mechanics[J]. Journal of Bridge Engineering, 2018, 23(10), 10.1061/(ASCE)BE.1943-5592.0001280.

[5] Fatigue performance and evaluation of welded joints in steel truss bridges[J]. Journal of Constructional Steel Research, 2018, 148: 450-456.

[6] Strain energy-based fatigue life evaluation of deck-to-rib welded joints in OSD considering combined effects of stochastic traffic load and welded residual stress[J]. Journal of Bridge Engineering, 2018, 23(2): 04017127.

[7] Analytical models of frictional resistance between cable and saddle equipped with friction plates for multispan suspension bridges[J]. Journal of Bridge Engineering, 2018, 23(1), 10.1061/(ASCE)BE.1943-5592.0001176.

[8] Fatigue failure modes and fatigue resistance evaluation for structural system of orthotropic steel bridge deck[C]// 9th International Symposium on Steel Bridges. Prague, Czech Republic: Prague, 2018.

[9] Fatigue performance of rib-to-deck joint in orthotropic steel bridge deck with new type of both-side fillet welded joints[C]//Proc. 40th IABSE Symposium. Nantes, France: Nantes, 2018.

[10] An analytical method for evaluating the fatigue life of perfobond leisten shear connector group under cyclic loading[C]//Proc. 40th IABSE Symposium. Nantes, France: Nantes, 2018.

[11] Comparison of different design codes on fatigue assessment of typical welded joints in orthotropic steel bridge decks [C]//Proc. 40th IABSE Symposium. Nantes, France: Nantes, 2018.

[12] 正交异性钢桥面板纵肋与横隔板交叉构造细节疲劳开裂快速加固方法[J]. 中国公路学报, 2018, 31(12): 124-133.

[13] 基于等效结构应力法的正交异性钢桥面板体系疲劳抗力评估[J]. 中国公路学报, 2018, 31(12): 134-143.

[14] 钢桥面板疲劳损伤智能监测与评估系统研究[J]. 中国公路学报, 2018, 31(11): 66-77, 112.

[15] 新型镦边纵肋与顶板焊接构造细节疲劳性能试验[J]. 中国公路学报, 2018, 31(5): 42-52.

[16] 钢桥面板U肋与顶板双面焊连接疲劳性能研究[J]. 桥梁建设, 2018, 48(2): 19-24.

[17] 钢箱梁面板与U肋焊接残余应力的分布特性[J]. 西南交通大学学报, 2018, 53(2): 260-265.

[18] 千米级混合梁斜拉桥双目标控制施工监控体系[J]. 西南交通大学学报, 2018, 53(2): 244-252, 321.

[19] 钢桥面板纵肋与顶板焊接细节疲劳裂纹扩展三维模拟方法[J]. 中国公路学报, 2018, 31(1): 57-66.