• Papers

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• [1] Lou C, Su J*, Xin F, et al. Anchorage performance of large-diameter high-strength steel bar grouted corrugated duct connections: Experimental study, numerical simulation, and reliability analysis[J]. Engineering Structures, 2026, 358: 122601.
• [2] Su J, Wang X, Wu D*, et al. Seismic performance of UHPC-HSC composite hollow bridge piers reinforced with high-strength steel bars[J]. Construction and Building Materials, 2026, 516: 145735.
• • [3] Li J, Su J*, Wu D, et al. Nonlinear cyclic stress-strain model for corroded reinforcing bars incorporating inelastic buckling and low-cycle fatigue[J]. Structures. , 2026, 88: 111854.
  • [4] Lou C, Su J*, Zhao X, et al. Eccentric pull-out test and numerical investigation of bond behavior of corroded high-strength steel bars in ultra-high performance steel fiber-reinforced concrete (UHPSFRC)[J]. Engineering Structures, 2025, 342: 120932.
  • [5] Wu D, Li Z X, Ding Y, Su J*, et al. Time-dependent seismic fragility and resilience assessment of a sea-crossing cable-stayed bridge under combined effects of corrosion and scour[J]. Engineering Structures, 2025, 340: 120702.
  • [6] Su J, Li J*, Chu S, Wu D*, et al. Assessment of seismic performance for ultra-high performance concrete (UHPC) retrofitted RC bridge piers with height-varying corrosion: A lifetime perspective[J]. Engineering Structures, 2025, 339: 120693.
  • [7] Su J, Li J, Wu D*, et al. Lifetime seismic damage evolution and resilience assessment of offshore bridges under height-varying corrosion and scour[J]. Ocean Engineering, 2025, 326: 120883.
  • [8] Wu D, Ding Y, Su J*, et al. Experimental investigation into corrosion effect on buckling and low-cycle fatigue performance of high-strength steel bars[J]. Engineering Structures, 2024, 312: 118230.
  • [9] Wu D, Ding Y, Su J*, et al. Quasi-static tests and seismic fragility analysis of RC bridge piers with high-strength steel bars and high-strength/ultra-high performance concrete[J]. Engineering Structures, 2023, 297: 117033.
  • [10] Li Z X, Zheng Q, Su J*, et al. Underwater shaking table tests of a sea-crossing cable-stayed bridge under combined earthquake and wave action[J]. Ocean Engineering, 2023, 287: 115871.
  • [11] Wu D, Ding Y, Su J*, et al. Experimental investigation on seismic performance of severely earthquake-damaged RC bridge piers after rapid strengthening[J]. Bulletin of Earthquake Engineering, 2023, 21(7): 3623-3646.
  • [12] Su J, Wu D, Wang X. Influence of ground motion duration on seismic behavior of RC bridge piers: The role of low-cycle fatigue damage of reinforcing bars[J]. Engineering Structures, 2023, 279: 115587.
  • [13] Wu D, Ding Y, Su J, et al. Investigation on low-cycle fatigue performance of high-strength steel bars including the effect of inelastic buckling[J]. Engineering Structures, 2022, 272: 114974.
  • [14] Huang Y, Wang J, Le W, Zhang L, Su J* . Study on mechanical behaviours of rail fasteners and effects on seismic performance of urban rail viaduct[J]. Structures. 2021, 33: 3822-3834.
  • [15] Wu D, Ding Y, Su J*, et al. Effects of tie detailing configurations on reinforcement buckling and seismic performance of high-strength RC columns[J]. Soil Dynamics and Earthquake Engineering, 2021, 147: 106791.
  • [16] Su J, Li Z X, Dhakal R P, et al. Comparative study on seismic vulnerability of RC bridge piers reinforced with normal and high-strength steel bars. Structures, 2021, 29: 1562-1581.
  • [17] Ding Y, Wu D, Su J*, et al. Experimental and numerical investigations on seismic performance of RC bridge piers considering buckling and low-cycle fatigue of high-strength steel bars[J]. Engineering Structures, 2021, 227: 111464.
  • [18] Su J, Li Z, Wang J, et al. Numerical simulation and damage analysis of RC bridge piers reinforced with varying yield strength steel reinforcement[J]. Soil Dynamics and Earthquake Engineering, 2020, 130: 106007.
  • [19] Shi F, Wang H, Zong L*, Ding Y, Su J*. Seismic behavior of high-rise modular steel constructions with various module layouts[J]. Journal of Building Engineering, 2020, 31: 101396.
  • [20] Li C, Li H N*, Zhang H, Su J*, et al. Seismic performance evaluation of large-span offshore cable-stayed bridges under non-uniform earthquake excitations including strain rate effect[J]. Science China Technological Sciences, 2020, 63(7): 1177-1187.
  • [21] Su J, Wang J, Li Z, et al. Effect of reinforcement grade and concrete strength on seismic performance of reinforced concrete bridge piers[J]. Engineering Structures, 2019, 198: 109512.
  • [22] Dhakal R P, Su J*. Design of transverse reinforcement to avoid premature buckling of main bars[J]. Earthquake Engineering & Structural Dynamics, 2018, 47(1): 147-168.
  • [23] Su J, Dhakal R P, Wang J. Fiber-based damage analysis of reinforced concrete bridge piers[J]. Soil Dynamics and Earthquake Engineering, 2017, 96: 13-34.
  • [24] Su J, Dhakal R P, Wang J, et al. Seismic performance of RC bridge piers reinforced with varying yield strength steel[J]. Earthquakes and Structures, 2017, 12(2): 201-211.
  • [25] Su J, Wang J, Bai Z, et al. Influence of reinforcement buckling on the seismic performance of reinforced concrete columns[J]. Engineering Structures, 2015, 103: 174-188.
  • [26] 苏俊省,娄策翔,韩强*,项乃亮,李贞新,李忠献.公路桥梁抗震加固研究综述[J].中国公路学报,2026,39(3):333-357.
  • [27] 苏俊省,娄策翔*,喻志然,等.腐蚀与荷载共同作用下高强钢筋活性粉末混凝土梁抗弯性能试验研究[J].工程力学,2026, 43(10): 1-9.
  • [28] 李忠献,郑庆涛,苏俊省*,等.地震-波浪联合作用下考虑冲刷效应的跨海斜拉桥振动台试验研究[J].土木工程学报,2024,57(10):71-81.
  • [29] 苏俊省,王君杰*,宋彦臣,等.钢筋混凝土柱纵筋屈曲长度简化计算模型[J].工程力学,2017,34(2):162-170.
  • [30] 苏俊省,王君杰*,郭进,等.基于钢筋低周疲劳的桥墩地震易损性分析[J].同济大学学报(自然科学版),2016,44(1):29-36.
  • [31] 王君杰,苏俊省,王文彪,等.配置HRB500E,HRB600钢筋的混凝土圆柱抗震性能试验[J].中国公路学报,2015,28(5):93-100+107.
  • [32] 苏俊省,王君杰*,王文彪,等.配置高强钢筋的混凝土矩形截面柱抗震性能试验研究[J].建筑结构学报,2014,35(11):20-27.
  • [33] 苏俊省,王君杰*,王文彪,等.高强度螺旋箍筋约束下混凝土圆柱的抗震性能试验研究[J].地震工程与工程振动,2014,34(4):206-211.

• Books

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• [1] 国家自然科学基金面上项目，考虑时变效应的拓宽桥梁三维地震响应特征与韧性提升设计方法2027.01~2030.12, 主持；
• [2] 国家自然科学基金面上项目，摇摆承台全装配式桥梁地震破坏机理与抗震韧性设计方法研究2023.01~2026.12, 主持；
• • [3] 国家自然科学基金青年项目，考虑纵筋整体屈曲的高强钢筋混凝土桥墩抗震性能及韧性指标研究，2020.01~2022.12, 主持；
  • [4] 国家自然科学基金重点项目，大型跨海桥梁地震-风-浪-流多灾害效应及抗多灾害韧性理论与技术，2023.01~2026.12, 主研（项目负责人：李忠献 教授）；
  • [5] 天津市科技支撑重点项目，高强钢筋再生混凝土全装配式桥梁结构体系研发与减碳评估，2023.10~2026.9，主持；
  • [6] 天津市创新联合体重大专项课题， 轨道交通基础设施全寿命周期性能演化机理，2025.10~2027.9，主持；
  • [7] 天津市自然科学基金青年项目，地震作用下高强钢筋混凝土桥墩精细化分析与损伤评估方法研究，2019.04~2022.03, 主持；
  • [8] 中国博士后基金特别资助项目，滨海高强RC桥墩地震失效机理及全寿命抗震性能研究，2020.09~2021.05，主持；
  • [9] 中国博士后基金面上项目，高强钢筋混凝土桥墩地震破坏机理与性能控制研究，2018.10~2020.03, 主持；
  • [10] 国家地震工程科学中心自主课题，考虑气候变化的跨海桥梁全寿命地震损伤演化机理与韧性提升，2025.10~2026.9，主持；
  • [11] 山区桥梁及隧道工程国家重点实验室（重庆交通大学）开放研究基金项目，高强钢筋UHPC-高强混凝土组合桥墩地震破坏机理与全寿命碳减评估，2024.9~2026.8，支持；
  • [12] 中国地震局地震工程与工程振动重点实验室开放研究专项，近海环境下高强钢筋混凝土桥墩地震失效机理及时变易损性研究，2020.06~2022.05，主持；
  • [13] 道路与铁道工程安全保障教育部重点实验室（石家庄铁道大学）开放课题，高强钢筋高性能混凝土桥墩抗震性能研究，2021.01-2023.12，主持。
  • [14] 中国铁路设计集团有限公司，模壳桥墩承载力及抗裂性能研究，2025.10~2026.9，主持；
  • [15] 中国铁路设计集团有限公司，预应力箱梁顶底板静力试验，2024.6~2024.10，主持；
  • [16] 中铁三局，上跨秦滨高速段带式输送机栈桥受力复核验算，2026.8~2026.9，主持；

• Patents

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• [1] 苏俊省,娄策翔,李忠献.一种分离式摇摆承台全装配式桥梁结构体系:202310226633.3[P].2023-11-14. （发明专利授权）
• [2] 苏俊省,娄策翔,李忠献.一种基于承台和墩顶摇摆的全装配式双柱桥梁结构体系:202310293103.0[P].2023-06-23.（发明专利授权）
• • [3] 苏俊省,娄策翔,李忠献.一种用于摇摆承台全装配式桥梁的多级限位-自复位元件:202310289992.3[P].2023-06-23.（发明专利授权）
  • [4] 苏俊省; 娄策翔; 梁典; 李忠献.一种拓宽桥梁解耦与静动力协同半刚性连接装置及方法:202610926034.6[P].2026-08-14.（发明专利审中）
  • [5] 徐乾,周卓文,朱海涛, 苏俊省.一种桩锚复合式陆上风机基础结构及验算方法:202610211993.X[P].2026-05-05.（发明专利审中）