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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
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
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
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
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.
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.
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.
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.
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）
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)
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
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)
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
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)
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)
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
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
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
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
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)
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
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
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
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
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
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).
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)
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)
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
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
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)
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)
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)
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
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)
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)
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)
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)
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)
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)
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)
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)
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)
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）
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）
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
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)
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)
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)
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)
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)
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)
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)
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