文天星 講師
學歷學位：博士研究生/工學博士
導師類別：碩士研究生導師
研究方向：基于人工智能的工程地震學及地震工程、高速鐵路橋梁抗震
聯(lián)系方式：ylpxdy@163.com/18393819021
個人簡歷
文天星，男，漢族，博士，講師，碩士研究生導師，生于1994年10月。主要從事基于人工智能的地震危險性分析及高速鐵路橋梁結(jié)構(gòu)地震風險評估研究。參研國家級、省部級科研項目共5項，主持項目1項，獲第二屆全國高校土建類學科（專業(yè)）優(yōu)秀學位論文和優(yōu)秀畢業(yè)設計三等獎。近五年在《Engineering Structures》《Bulletin of Earthquake Engineering》《ASCE- Journal of Bridge Engineering》《Applied Soft Computing》《建筑結(jié)構(gòu)學報》等國內(nèi)外知名學術期刊發(fā)表論文16篇，其中以第一作者/通訊作者發(fā)表的SCI/EI論文11篇，中科院二區(qū)及以上高質(zhì)量論文10篇。授權(quán)軟件著作權(quán)5項。擔任《ASCE-Journal of Bridge Engineering》《Journal of Building Engineering》《International Journal of Structural Stability and Dynamics》《Structures》等學術期刊的審稿人。
學習與工作經(jīng)歷
2013.09-2017.06 蘭州大學 土木工程與力學學院 本科 工學學士
2017.09-2020.06 蘭州大學 土木工程與力學學院 研究生 工學碩士
2020.09-2024.07 中南大學 土木工程學院 研究生 工學博士
2024.08-至今 佛山大學土木與交通學院 講師
科研項目
佛山大學高層次人才科研啟動經(jīng)費，高速鐵路橋上Ⅱ型板式無砟軌道的區(qū)域地震風險評估及抗震優(yōu)化設計，2024.10-2027.10，在研，主持。
論文專著
近五年在《Engineering Structures》《Bulletin of Earthquake Engineering》《ASCE- Journal of Bridge Engineering》《Applied Soft Computing》等國內(nèi)外學術期刊發(fā)表論文16篇，其中以第一作者/通訊作者發(fā)表的SCI/EI論文11篇，中科院二區(qū)及以上高質(zhì)量論文10篇。
[1]Wen T, He J, Jiang L*, Du Y, Jiang L. A simple and flexible bootstrap-based framework to quantify epistemic uncertainty of ground motion models by light gradient boosting machine. Applied Soft Computing 2023;152: 111195. (IF=7.9, JCR Q1/中科院一區(qū) Top)
[2]Wen T, Jiang L-Z, Jiang L*, Zhou W, Du Y. Interlayer area damage modeling and damage-based seismic fragility analysis of high-speed railway bridge and track system. Engineering Structures 2022;272:114989. (IF=5.5, JCR Q1/中科院一區(qū) Top)
[3]Wen T, Jiang L-Z, Jiang L*, Zhou W, Du Y. Optimal intensity measure selection in incremental dynamic analysis: Methodology improvements and application to a high-speed railway bridge. Bulletin of Earthquake Engineering 2024;22:2059-2083. (IF=4.6, JCR Q1/中科院二區(qū))
[4]Wen T, Jiang L, Jiang L*, Jin Z, Du Y, Pang L. Repair cost assessment of longitudinal continuous ballastless track structure on high-speed railway bridge with spatially distributed interlayer area damage. Structures 2023;57:105157. (IF=4.1, JCR Q2/中科院二區(qū))
[5]Wen T, Yan Y, Jiang L*, Du Y, Jiang L. Refined probabilistic seismic demand modeling of high-speed railway bridge under near-fault hanging-wall effects and velocity pulse effects by a novel ground motion selection approach. International Journal of Structural Stability and Dynamics 2024. (IF=3.0, JCR Q2/中科院三區(qū))
[6]Jiang L, Duan H, Wen T*, Jiang L. Effects of near-fault hanging wall effect ground motion on a high-speed railway long-span steel truss arch bridge-track system. Journal of Bridge Engineering 2024. (IF=3.1, JCR Q2/中科院二區(qū), 通訊)
[7]Jiang L, Yan Y, Wen T*, Jiang L, Yu K, Pang L. System-level seismic fragility of high-speed railway track-bridge system with component-replaceable U-shaped combined steel damper. Structures 2023;58:105452. (IF=4.1, JCR Q2/中科院二區(qū), 通訊)
[8]Jiang L, Yu K, Jiang L, Wen T*, Hu Y, Pang L. Effects of shear panel dampers on seismic response mitigation of high-speed railway simply supported bridge-track system under far-field and near-field ground motions. Archives of Civil and Mechanical Engineering 2023;23:93. (IF=4.4, JCR Q1/中科院三區(qū), 通訊)
[9]Jiang L, He J, Wen T*, Hu Y, Sun J. Response prediction and damage assessment of CFST column after explosion via ANN. Journal of Constructional Steel Research 2024;222:108980. (IF=4.1, JCR Q1/中科院二區(qū), 通訊)
[10]Jiang L, Liu J, Wen T*, Jiang L, Yan Y, He C. Damage dispersion study of high-speed railway track-bridge system with the UCSD considering train effects. Structures 2024;68:107213. (IF=4.1, JCR Q2/中科院二區(qū), 通訊)
[11]文天星, 劉占科*, 曹舒等. 復合荷載作用下鋼梁彎扭屈曲的臨界彎矩: (Ⅱ)系數(shù)計算及數(shù)值算例. 建筑結(jié)構(gòu)學報, 2020, 41(08): 165-175. (EI)
[12]He J, Jiang L*, Jiang L, Wen T, Hu Y, Guo W, et al. Estimation of blast-induced peak response of concrete-filled double-skin tube columns by intelligence-based technique. Thin-Walled Structures 2023;186:110670. (IF=6.4, JCR Q1/中科院一區(qū) Top)
[13]Duan H, Jiang L*, Wen T, Jiang L. An improved interlayer area damage model for seismic damage assessment of a high-speed railway long-span arch bridge-track system. Soil Dynamics and Earthquake Engineering 2024;184:108811. (IF=4.0, JCR Q1/中科院二區(qū))
[14]Jiang L, Li W, Jiang L*, Wang Z, Wen T. Railway alignment optimization and seismic responses of high-speed railway bridge considering the spatial effects of mountainous-plateau. International Journal of Structural Stability and Dynamics 2024. (IF=3.0, JCR Q2/中科院三區(qū))
[15]Lai Z, Han J, Chen Y, Jiao C, Xie Y, Wen T, et al. Influence of ballastless track types on the vehicle running on HSR bridges during earthquakes. Soil Dynamics and Earthquake Engineering 2025;190:109175. (IF=4.0, JCR Q1/中科院二區(qū))
[16]Wu L, Zhou W, Zhong T, Jiang L, Wen T, Xiong L, et al. Uncertainty quantification in predicting seismic response of high-speed railway simply-supported bridge system based on bootstrap. Reliability Engineering & System Safety 2025;260:111006.
專利成果
[1]CFST柱爆炸荷載作用下峰值位移響應預測及其神經(jīng)網(wǎng)絡訓練系統(tǒng) (已授權(quán), 2022SR0421733)
[2]結(jié)構(gòu)動力分析機器學習回歸算法不確定性及魯棒性評估系統(tǒng) (已授權(quán), 2022SR1363105)
[3]鋼管混凝土柱爆炸峰值響應多算法機器學習訓練系統(tǒng) (已授權(quán), 2022SR1060821)
[4]地形參數(shù)化系統(tǒng) (已授權(quán), 2023SR1353748)
[5]地震動格式轉(zhuǎn)換及地震波時程處理軟件 (已受理, 2023.9)
[6]地震動格式轉(zhuǎn)換及地震烈度多參數(shù)批量化處理軟件 (已受理, 2023.8)
獲獎情況
1.獲全國土建學科優(yōu)秀博士學位論文三等獎
學術兼職
擔任《ASCE-Journal of Bridge Engineering》《Journal of Building Engineering》《International Journal of Structural Stability and Dynamics》《Structures》《Applied Science》《Symmetric》《Journal of Asian Architecture and Building Engineering》、《Multidiscipline Modeling in Materials and Structures》等期刊審稿專家。
個人網(wǎng)頁
https://github.com/N-Time
招生需求
歡迎對智能化地震危險性分析、高速鐵路橋梁抗震和區(qū)域地震風險評估感興趣的優(yōu)秀同學加入課題組; 也歡迎本科生參與科研項目和創(chuàng)新創(chuàng)業(yè)課題！
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