个人简介
教育和工作经历
2003–2007 同济大学，土木工程专业，学士
2007–2010 同济大学，结构工程专业，硕士
2008–2009 日本熊本大学，结构工程方向，短期交换留学生
2010–2013 日本东京大学，结构工程方向，博士
2013–2015 日本名城大学，防灾减灾高级研究中心，博士后
2015–2018 同济大学，结构防灾减灾工程系，助理研究员
2018–2023 同济大学，结构防灾减灾工程系，副教授
2023- 今 同济大学，结构防灾减灾工程系，教授
曾获奖励
教育部“长江学者奖励计划”青年学者
中国钢结构协会科学技术奖一等奖
中国钢结构协会科学技术奖特等奖
中国科协首届中国科技青年论坛一等奖
国际先进材料学会优秀青年科学家奖章
2021、2022斯坦福全球Top2%科学家
国际钢管结构会议CIDECT优秀论文奖
ICE(英国土木工程师学会)最佳论文奖Tso Kung Hsieh Award
地震工程会议优秀会议论文奖
上海市优秀毕业生
同济大学优秀毕业论文
同济大学土木工程学院第一届学生创新赛（SITP）团体第一名（任组长）
美国土木工程学会东南区学生竞赛钢桥重量奖第二名（团体）
美国土木工程学会东南区学生竞赛挡土墙项目第三名（团体）
日本文部省JASSO奖学金
研究领域
金属基超材料
大数据和人工智能
金属塑性与断裂多尺度
钢结构与组合结构
高性能耗能组件
新型减隔震结构体系
近期论文
查看导师最新文章
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In-situ three-dimensional X-ray investigation on micro ductile fracture mechanism of a high-Mn steel with delayed necking effect, Journal of Materials Research and Technology, 24, 2023:1076-1087.
In-situ three-dimensional investigation on micro ductile fracture mechanism of mild steel, Engineering Fracture Mechanics, 283, 2023: 109219.
Effect of boundary conditions on tensile bending strength of glass under four-point bending, Construction and Building Materials, 384, 2023: 131479.
Growth of random polyhedral void in structural steel based on micromechanical RVE simulations, Advances in Engineering Software, 175, 2023:103344.
Theoretical local buckling and bulging analysis on miniature buckling-restrained brace with corrugated core bar, Thin-Walled Structures, 183, 2023:110248.
Shaking table test on single‐story rocking‐column steel frame under excitations along strong axis, Structural Control and Health Monitoring, 29(12), 2022, DOI: 10.1002/stc.3125.
In-plane impact behavior of 3D-printed auxetic stainless honeycombs, Engineering Structures, 266(9), 2022:114656.
Strong axis low-damage performance of rocking column-base joints with asymmetric friction connections. Journal of Constructional Steel Research, 191, 2022:107175.
Shaking table test on a low-damage controlled multiple-rocking-column steel frame, Engineering Structures, 254(5), 2022:113896.
Effect of initial void shape on void growth of structural steels based on micromechanical RVE models, Journal of Materials in Civil Engineering (ASCE), 34(4), 2022:04022010.
Plasticity model for structural steel with Lode angle dependence. Journal of Bridge Engineering (ASCE), 26 (12), 2021:04021087.
Unified full-range plasticity till fracture of meta steel and structural steels, Engineering Fracture Mechanics, 2021.
Dynamic behaviors of steel multiple-rocking-column structural system with rocking stoppers. Engineering Structures, 243, 2021:112649.
Analytical model for local bulging failure of mini-BRBs with circular restraint tubes. Journal of Constructional Steel Research, 183, 2021:106722.
Experimental study on damage detectable brace-type shear fuses, Engineering Structures, 225(26), 2020:111260.
Seismic performance of a single-story articulated steel structure system, Journal of Engineering Mechanics (ASCE), 146(10), 2020:04020108.
Initial studies on brace-type shear fuses. Engineering Structures, 208, 2020:110318.
Dependency of mesh size and loading history on crack propagation energy of cyclic ductile fracture model. Engineering Fracture Mechanics, 215, 2019:117-137.
Resilient steel frames installed with self-centering dual-steel buckling-restrained brace. Journal of Constructional Steel Research, 149, 2018:95-104.
Seismic performance of fish-bone shaped buckling-restrained braces with controlled damage process. Engineering Structures, 169, 2018:141-153.
Constitutive model of aluminum under variable-amplitude cyclic loading and its application to buckling-restrained braces. Journal of Materials in Civil Engineering (ASCE), 30(3), 2018:04017304.
Swing story–lateral force resisting system connected with dampers: novel seismic vibration control system for building structures. Journal of Engineering Mechanics (ASCE), 144(2), 2018:04017159.
Ultra-low cycle fatigue life of aluminum alloy and its prediction using monotonic tension test results. Engineering Fracture Mechanics, 186, 2017:449-465.
Ductile cracking simulation of uncracked high strength steel using an energy approach. Journal of Constructional Steel Research, 138, 2017:117-130.
Push-out tests of demountable headed stud shear connectors in steel-UHPC composite structures. Composite Structures, 170, 2017:69-79.
Ductile-fatigue transition fracture mode of welded T-joints under quasi-static cyclic large plastic strain loading. Engineering Fracture Mechanics, 176(5), 2017:38-60.
Development of a novel high-performance all-steel fish-bone shaped buckling-restrained brace. Engineering Structures, 138, 2017:105-119.
Post-buckling ductile fracture analysis of panel zones in welded steel beam-to-column connections. Journal of Constructional Steel Research, 132, 2017:117-129.
Seismic performance of compact beam–column connections with welding defects in steel bridge piers. Journal of Bridge Engineering (ASCE),22(4), 2017:04016137.
Ductile crack initiation and propagation of structural steels under cyclic combined shear and normal stress loading. Construction and Building Materials, 112, 2016:69-83.
Experimental and numerical study on ductile fracture of structural steels under combined shear and tension. Journal of Bridge Engineering (ASCE), 21(5), 2016:04016008.
Experimental study on cracking of thick-walled welded beam-column connections with incomplete penetration in steel bridge piers. Journal of Bridge Engineering (ASCE), 20(4), 2015:04014072.
Ductile fracture model for structural steel under cyclic large strain loading. Journal of Constructional Steel Research, 106, 2015:110-121.
Integration algorithm for a modified Yoshida-Uemori model to simulate cyclic plasticity in extremely large plastic strain ranges up to fracture. Computers & Structures, 145, 2014:36-46.
Experimental and numerical study of postbuckling ductile fracture of heat-treated SHS stub columns. Journal of Structural Engineering (ASCE), 140(7), 2014:165-180.
Ductile fracture simulation of structural steels under monotonic tension. Journal of Structural Engineering (ASCE), 140(5), 2014:472-482.
Prediction of cyclic behaviors of mild steel at large plastic strain using coupon test results. Journal of Structural Engineering (ASCE), 140(2), 2014:441-454.
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