1、主持国家级科研项目

1）国家自然科学基金面上项目，基于韧性的桥梁减隔震设计方法，2022.01-2025.12 

2）国家自然科学基金面上项目，冲刷和地震双重灾害下桩基桥梁性能评估概率方法研究，2018.01-2021.12 

3）国家自然科学基金面上项目，液化场地桩基桥梁抗震设计方法研究，2013.01-2016.12 

4）国家自然科学基金面上项目，大型桥梁高桩承台基础的地震损伤机理研究，2009.01-2012.12 

2.     主持重大工程研究项目

主持完成了苏通长江公路大桥、江苏灌河特大桥、宁波姚江大桥、崇启大桥、安徽巢湖大桥、京杭运河泗阳西安路大桥、南京秦淮新河大桥、宁波梅山春晓大桥、青海通天河特大桥、南京浦仪公路夹江大桥、兰州柴家峡黄河大桥、济南凤凰路跨黄河大桥、南京仙新路跨江大桥、南京龙潭跨江大桥、湖南清水塘大桥、温州永宁大桥、宁波穿鼻岛大桥、湖南清水塘大桥、云南南利河特大桥等众多大型桥梁工程的抗震研究任务。

1.     专著和教材

[1]    叶爱君，管仲国编著，范立础主审：桥梁抗震（第三版），人民交通出版社， 2017.3

[2]    叶爱君，管仲国编著，范立础主审：桥梁抗震（第二版），人民交通出版社， 2011.9

[3]    叶爱君编著，范立础主审：桥梁抗震，人民交通出版社，2002.9

[4]    范立础、胡世德、叶爱君著：大跨度桥梁抗震设计，人民交通出版社，2001.5

2.     主要期刊论文(近10年)

[1] Wang Xiaowei, Alipour Alice, Wang Jingcheng, Shang Yu, and Ye Aijun*. (2023) “Seismic resonance behavior of soil-pile-structure systems with scour effects: Shake-table tests and numerical analyses.” Ocean Engineering. 283: 115052. https://doi.org/10.1016/j.oceaneng.2023.115052

[2] Zhou, L., Barbato, M., & Ye, A. * (2023). Pile Group Effect Modeling and Parametric Sensitivity Analysis of Scoured Pile Group Bridge Foundations in Sandy Soils under Lateral Loads, Journal of Bridge Engineering, 28(8), https://doi.org/10.1061/JBENF2.BEENG-586

[3] Wang Xiaowei, Luo Fuyuan, Ye Aijun*, “A holistic framework for seismic analysis of extended pile-shaft-supported bridges against different extents of liquefaction and lateral spreading.” Soil Dynamics and Earthquake Engineering; 170: 107914, 2023.107914

[4] Wang J, Wang X, Ye A*, Guan Z. Deformation-based pushover analysis method for transverse seismic assessment of inverted Y-shaped pylons in kilometer-span cable-stayed bridges: Formulation and application to a case study. Soil Dynamics and Earthquake Engineering; 2023; 169:107874

[5] Wang, J., Wang, X., Liu, T., Ye, A.*, Seismic uplift behavior and energy dissipation mechanism of scoured bridge pile-group foundations: Quasi-static test and numerical analysis. Ocean Engineering. 266, 2022.113172.

[6] Wang X, Liu T, Wang J, Ye A* , Weakened section detailing for scoured/elevated pile groups in sands toward post-earthquake resilient behavior: Quasi-static tests. Ocean Engineering; 266(P2) 2022: 112897. 

[7] Lianxu Zhou, M. Shahria Alam, Aimin Song, and Aijun Ye*. Probability-based residual displacement estimation of unbonded laminated rubber bearing supported highway bridges retrofitted with Transverse Steel Damper. Engineering structures 272, 2022.115053.

[8] Lianxu Zhou, Aijun Ye*, and Fangyou Chen. Postearthquake Vertical Load-Carrying Capacity of Extended Pile Shafts in Cohesionless Soils: Quasi-Static Test and Parametric Studies. Journal of Bridge Engineering 27.8, 2022: 04022071.

[9] Zhou, L., Barbato, M., & Ye, A. *, Experimental Investigation of Postearthquake Vertical Load-Carrying Capacity of Scoured Reinforced Concrete Pile Group Bridge Foundations. Journal of Bridge Engineering, 2021，Vol.26(12)（入选ASCE-JBE Editor’s Choice）

[10]       周连绪,叶爱君,陈方有，镀锌铁丝约束混凝土应力-应变本构研究.土木工程学报, 2021, Vol.54(08)

[11]       Liu T, Wang X, Ye A*. Roles of pile-group and cap-rotation effects on seismic failure mechanisms of partially-embedded bridge foundations: Quasi-static tests. Soil Dynamics and Earthquake Engineering, 2020.5，Vol.132

[12]       Wang X, Ji B, Ye A*. Seismic behavior of pile-group-supported bridges in liquefiable soils with crusts subjected to potential scour: Insights from shake-table tests[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2020, Vol.146(5)

[13]       周连绪, 叶爱君. 千米级斜拉桥横向减震体系振动台试验. 中国公路学报, 2019.9

[14]       Wang X., Ye A.*, Shang Y., and Zhou L.. Shake-table investigation of scoured RC pile-group-supported bridges in liquefiable and nonliquefiable soils. Earthquake Engineering & Structural Dynamics, 2019.9, Vol.48(11)

[15]       Wang X., Shafieezadeh A., and Ye A.*. Optimal EDPs for post-earthquake damage assessment of extended pile-shaft-supported bridges subjected to transverse spreading. Earthquake Spectra, 2019, Vol.35(3)

[16]       Wang X., Ye A., and Ji B.. Fragility-based sensitivity analysis on the seismic performance of pile-group-supported bridges in liquefiable ground undergoing scour potentials”. Engineering Structures, 2019.11. Vol.198

[17]       Wang X., Fang J., Zhou L., and Ye A.* Transverse seismic failure mechanism and ductility of reinforced concrete pylon for long span cable-stayed bridges: Model test and numerical analysis”. Engineering Structures, 2019.6, Vol.189

[18]       Zhou L., Wang X., and Ye A.*. Low cycle fatigue performance investigation of Transverse Steel Dampers for bridges under ground motion sequences using shake-table tests. Engineering Structures, 2019.10, Vol.196

[19]       Wang X., Ye A., Shafieezadeh A., and Padgett J.. Fractional order optimal intensity measures for probabilistic seismic demand modeling of extended pile-shaft-supported bridges in liquefiable and laterally spreading ground. Soil Dynamics and Earthquake Engineering，2019.2 Vol.120

[20]       Blanco G., Ye A., Wang X., and Goicolea J. Parametric pushover analysis on elevated RC pile-cap foundations for bridges in cohesionless soils. Journal of Bridge Engineering, 2019, Vol.24(1)

[21]       Zhou L., Wang X., and Ye A.*. Shake table test on transverse steel damper seismic system for long span cable-stayed bridges. Engineering Structures, 2019.1, Vol.179

[22]       王晓伟, 叶爱君, 商宇,砂土地基小直径单桩的浅层土p–y曲线. 岩土工程学报. 2018.9

[23]       叶爱君, 周连绪, 陈光,王晓伟. 大跨度斜拉桥倒Y形混凝土桥塔的横向拟静力试验. 土木工程学报. 2018.9

[24]       王晓伟, 叶爱君, 赫中营,砂土中桥梁高桩承台基础的抗震延性能力参数分析. 土木工程学报. 2018.5

[25]       王晓伟, 叶爱君, 李闯,可液化河谷场地不同形式梁式桥的地震反应. 同济大学学报. 2018.6

[26]       Shang, Yu, Alipour, Alice, Ye, Aijun*, Selection of Input Motion for Seismic Analysis of Scoured Pile-Supported Bridge with Simplified Models. Journal of Structural Engineering. 2018, Vol.144(8).

[27]       Wang, Xiaowei, Shafieezadeh, Abdollah, Ye, Aijun*. Optimal intensity measures for probabilistic seismic demand modeling of   extended pile-shaft-supported bridges in liquefied and laterally spreading ground. Bulletin of Earthquake Engineering. 2018, Vol.16(1)

[28]       Wang, Xiaowei, Ye, Aijun*, Shafieezadeh, Abdollah, et al. Shallow-Layer p-y Relationships for Micropiles Embedded in Saturated   Medium Dense Sand Using Quasi-Static Test. Geotechnical Testing Journal, 2018, Vol.41(1)

[29]       叶爱君,方家欣,张少为,王晓伟，小箱梁桥横向减震体系及其耗能特性,中国公路学报，2017.12

[30]       商宇,叶爱君,王晓伟，冲刷条件下的桩基桥梁振动台试验，中国公路学报，2017.12

[31]       Xing Shen，Xiaowei Wang，Qi Ye，Aijun Ye*; Seismic Performance of Transverse Steel Damper Seismic System for Long Span Bridges, Engineering structure, 2017.6, Vol.141(6)

[32]       Wang X., Luo F., Su Z. and Ye A.* Efficient finite-element model for seismic response estimation of piles and soils in liquefied and laterally spreading ground considering shear localization [J]. ASCE International Journal of Geomechanics, 2017. Vol.17(6)

[33]       He Z., Liu W., Wang X., and Ye A.*. Optimal force-based beam-column element size for reinforced concrete piles in bridges. Journal of Bridge Engineering, 2016, Vol.21(11)

[34]       刘腾飞，叶爱君，王晓伟，土体约束对桩柱式桥墩塑性铰长度的影响，同济大学学报，2016.12

[35]       沈星，倪晓博，叶爱君，大跨度斜拉桥边墩横向抗震体系研究，中国公路学报，2016.11, Vol.29(11)

[36]       Xu Y., Shang Y. and Ye A.*. Dynamic interaction between bridge pier and its large pile foundation considering earthquake and scour depths. Advances in Structural Engineering, 2016.9, Vol.19(9)

[37]       王晓伟, 叶爱君, 罗富元. 液化场地桩柱式基础桥梁结构地震反应的敏感性分析. 工程力学, 2016. 8，Vol.33(5)

[38]       沈星,倪晓博,叶爱君，大跨度斜拉桥边墩新型横向钢阻尼器减震体系及设计方法，土木工程学报，2016.5，Vol.49(5)

[39]       王晓伟, 李闯, 叶爱君, 商宇. 可液化河谷场地简支梁桥的地震反应分析. 中国公路学报, 2016. Vol.29(4)

[40]       王晓伟, 叶爱君, 沈星, 庞于涛. 大跨度桥梁边墩横向减震体系的地震易损性分析. 同济大学学报, 2016. Vol.44(3)

[41]       Wang X., Ye A.*, He Z., and Shang Y.  Quasi-static cyclic testing of elevated RC pile-cap foundation for bridge structures. Journal of Bridge Engineering, 2016, Vol.21(2)

[42]       Xing Shen; Alfredo Camara; Aijun Ye，Effects of Seismic Devices on Transverse Responses of Piers in the Sutong Bridge，Earthquake Engineering and Engineering Vibration，2015，Vol.14(4)

[43]       沈星，叶爱君，大跨度斜拉桥倒Y型混凝土主塔横向抗震性能分析，中国公路学报, 2015.11，Vol.28(11)

[44]       李闯，叶爱君，余茂峰，公路减隔震桥梁的地震反应简化分析，哈尔滨工程大学学报，2014.11，Vol.35（11）

[45]       沈星，倪晓博，叶爱君，2014.11，桥梁新型横向金属阻尼器研究，振动与冲击，2014.11,Vol.33（21）

[46]       王晓伟，赫中营，叶爱君，桥梁高桩承台基础地震破坏机理试验研究，同济大学学报，Vol.42(9)，2014.9

[47]       赫中营，叶爱君,力法非线性梁柱单元的合理单元长度划分,工程力学, 2014.7, Vol.31(7)

[48]       沈星，叶爱君，王晓伟，双柱墩弹塑性位移能力简化计算方法，同济大学学报, 2014.4,Vol.42(4)

[49]       A. Camara, M. A.  Astiz and A. J. Ye， Fundamental Mode Estimation for Modern Cable-Stayed Bridges Considering the Tower Flexibility. Journal of Bridge Engineering，2014.6 Vol.19(6)

[50]       赫中营，叶爱君, 群桩效应对砂土地基中高桩承台群桩基础抗震性能的影响，土木工程学报, 2014.1,Vol.47(1)

[51]       叶爱君,何健，基于一体化模型的斜拉桥地震反应分析方法, 同济大学学报, 2013.9,Vol.41(9)

[52]       沈星，叶爱君，王晓伟. 柔性横系梁双柱墩的抗震行为分析，同济大学学报，2013.3，41(3)

[53]       赫中营, 叶爱君. 系梁对哑铃型高桩承台基础抗震性能影响. 振动与冲击，2013.1,Vol.32(1)

1.  沈星；叶爱君；倪晓博；赫中营；王晓伟；李闯，专利名称：适用于桥梁结构的横向减震阻尼器，专利号ZL 201210459860.2（发明专利），授权日：2015.11.4，申请日：2012.11.15