叶爱君教授主页：https://tongji.teacher.360eol.com/teacherBasic/preview?teacherType=&teacherId=12760

2023年终聚会：

主持如下科研项目：

[1] 国家重点研发计划项目子课题 (2023YFC3805104-3)，既有市政公用设施韧性提升技术，在研

[2] 国家自然科学基金面上项目 (52378183)：液化场地桩基桥台地震灾变机理与简化分析模型研究，在研

[3] 国家重点研发计划项目子课题 (2022YFB2302604-2)，***川藏铁路***桥梁抗震***，在研

[4] 国家自然科学基金青年科学基金项目 (52008155)：液化侧扩流场地桩基桥梁抗震韧性评估方法，在研

[5] 美国土木工程师学会结构工程分会 (ASCE-SEI) Futures Fund特别项目：机器学习在结构工程风险分析中的应用前景分析，在研

[6] 中国博士后科学基金特别资助项目 (2019T120380)：冲刷和液化效应下桥梁基于风险的地震可恢复性评估方法，结题

[7] 中国博士后科学基金面上一等项目 (2018M640448)：同时考虑冲刷和液化影响的桩基桥梁地震损伤机理，结题

更多信息：Google Scholar | Scopus | WoS ResearcherID | ResearchGate

代表性英文期刊论文 (*通讯作者)：

[1] Wang X., Luo F., Ye A.* (2023) “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. DOI: 10.1016/j.soildyn.2023.107914 

[2] Wang X.*, Mazumder R.K., Salarieh B., Salman A., Shafieezadeh A., Li Y. (2022) “Machine learning for risk and resilience assessment in structural engineering: Progress and future trends”. Journal of Structural Engineering (ASCE), 148(8): 03122003. DOI: 10.1061/(ASCE)ST.1943-541X.0003392 
[News] Web of Science ESI Highly Cited Paper (Top 1%, First announced on May 11, 2023, most recently on May 9, 2024, more than one year after formal publication)
[News] Included in Google Scholar Metrics 2024

[3] Pang Y., Wang X.* (2021) “Cloud-IDA-MSA conversion of fragility curves for efficient and high-fidelity resilience assessment.” Journal of Structural Engineering (ASCE), 147(5):04021049.DOI: 10.1061/(ASCE) ST.1943-541X.0002998 
[News] Selected as Editor's Choice. https://ascelibrary.org/jsendh/st_editors_choice_collection (May 3, 2021), Collected in the Most Cited category. https://ascelibrary.org/action/showMostCitedArticles?journalCode=jsendh
[News] Web of Science ESI Highly Cited Paper (Top 1%, First announced on March 10, 2023, most recently on July 13, 2023,  more than two years after publication)
[News] Included in Google Scholar Metrics 2023 and 2024
[Code] “MATLAB codes for Cloud-IDA-MSAconversion of fragility curves.” Zenodo. Accessed February 7, 2021. https://zenodo.org/record/4515006#.YCvoS48zZdg

[4] Wang X.* (2021) “Empirical probability distribution models for soil-layer thicknesses of liquefiable ground.” Journal of Geotechnical and Geoenvironmental Engineering (ASCE), 147(6): 06021005. DOI: 10.1061/(ASCE)GT.1943-5606.0002537
[News] Collected in NSF NHERI News and Research Curated Weekly (April 5, 2021入选美国国家基金委-自然灾害工程研究中心「一周重要进展」).
[Data] Supplemental material: https://doi.org/10.1061/(ASCE)GT.1943-5606.0002537

[5] Wang X.*, Li Z., Shafieezadeh A. (2021) “Seismic response prediction and variable importance analysis of extended pile-shaft-supported bridges against lateral spreading: Exploring optimized machine learning models.” Engineering Structures, 236: 112142. DOI: 10.1016/j.engstruct.2021.112142 

[6] Wang X., Ji B., Ye A.* (2020) “Seismic behavior of pile-group-supported bridges in liquefiable soils with crusts subjected to potential scour: Insights from shake-table tests.” Journal of Geotechnical and Geoenvironmental Engineering (ASCE), 146(5): 04020030. DOI: 10.1061/(ASCE)GT.1943-5606.0002250 

[7] Wang X., Ye A.*, Shang Y., Zhou L. (2019) “Shake-table investigation of scoured RC pile-group-supported bridges in liquefiable and nonliquefiable soils.” Earthquake Engineering & Structural Dynamics, 48(11): 1217-1237. DOI: 10.1002/eqe.3186 
[News] Included in Google Scholar Metrics 2023 and 2024 

[8] Wang X., Shafieezadeh A., Ye A.* (2019) “Optimal EDPs for post-earthquake damage assessment of extended pile-shaft-supported bridges subjected to transverse spreading.” Earthquake Spectra,35(3): 1367-1396. DOI: 10.1193/090417EQS171M 
[News] Included in Google Scholar Metrics 2024

[9] Xu B., Wang X.*, Yang C.S., Li Y. (2024) “Machine learning-aided rapid estimation of multi-level capacity of flexure-identified circular concrete bridge columns with corroded reinforcement.” Journal of Structural Engineering (ASCE). 150(3): 04024002. DOI: 10.1061/JSENDH/STENG-12718 
[Data] Created database for developing machine learning models, via GitHub: https://bit.ly/3L5bcIS

[10] Wang X., Shafieezadeh A., Ye A.* (2018) “Optimal intensity measures for probabilistic seismic demand modeling of extended pile-shaft-supported bridges in liquefied and laterally spreading ground.” Bulletin of Earthquake Engineering, 16(1): 229-257. DOI: 10.1007/s10518-017-0199-2 
[News] Included in Google Scholar Metrics 2022 and 2023 (Accessed on Jan 2, 2023, Archived Page).

代表性中文期刊论文：

[1] 王晓伟, 叶爱君*, 吴学平, 周连绪, 宋开辉, 李军, 娄亮, 魏新农, 彭俊. 梁式桥抗震韧性评估方法：I.基于专家意见的构件震后功能恢复模型[J]. 土木工程学报, 2024. DOI: 10.15951/j.tmgcxb.23080638

[2] 周成, 叶爱君, 王晓伟*, 庞于涛, 包绍伦. 玛多7.4级地震野马滩大桥桥台纵桥向破坏机理分析[J]. 土木工程学报, 2024. DOI: 10.15951/j.tmgcxb.23030175

[3] 王靖程, 叶爱君, 王晓伟*, 李越. 液化大变形场地桩柱式墩桥梁震后竖向承载能力损失评估[J]. 工程力学, 2024. DOI:10.6052/j.issn.1000-4750.2023.02.0073

[4] 王晓伟, 钱晋, 叶爱君*, 王靖程, 杨光怡.砂土场地桩柱式墩桥梁桩身地震需求简化计算方法[J]. 工程力学, 2024. DOI: 10.6052/j.issn.1000-4750.2022.10.0850

[5] 王晓伟, 叶爱君, 李闯. 场地液化对不同形式梁桥地震反应的影响[J]. 同济大学学报, 2018, 46(6): 759-766. DOI: 10.11908/j.issn.0253-374x.2018.06.007

[6] 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[J]. 岩土工程学报, 2018, 40(9): 1736-1745. DOI: 10.11779/CJGE201809022

[7] 王晓伟, 布兰克, 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[J]. 土木工程学报, 2018, 51(5): 112-121. DOI: 10.15951/j.tmgcxb.2018.05.013

[8] 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[J]. 中国公路学报, 2016, 29(4): 85-95. http://zgglxb.chd.edu.cn/CN/Y2016/V29/I4/85

[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[J]. 工程力学, 2016, 33(8): 132-140. DOI: 10.6052/j.issn.1000-4750.2015.01.0022

[10] 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[J]. 同济大学学报, 2014, 42(9): 1313-1320. DOI: 10.3969/j.issn.0253-374x.2014.09.002