副教授
贾良玖
发布时间:2019-07-06        浏览次数:3730

贾良玖

博士、副教授、博导

招生专业:结构工程 (报考研究生请注意,勿填错)

联系电话 (Tel.):021-65986195

E-Mail:lj_jia@tongji.edu.cn

通讯地址:上海市杨浦区四平路1239号同济大学土木大楼B513室,200092

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–今   同济大学,结构防灾减灾工程系,副教授

研究领域

  • 金属基超材料

  • 大数据和人工智能

  • 钢结构和组合结构抗震

  • 金属塑性与断裂

  • 高性能耗能组件

  • 新型减隔震结构体系

曾获奖励

  • 第13届国际钢管结构会议CIDECT优秀论文奖

  • 2018年度ICE(英国土木工程师学会)最佳论文奖Tso Kung Hsieh Award

  • 第十届地震工程会议优秀会议论文奖

  • 2018年中国钢结构协会科学技术奖特等奖(排名第15)

  • 上海市优秀毕业生

  • 同济大学优秀毕业生

  • 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)

  • 上海市科技创新杯三等奖

  • 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

主要研究项目

  • 广州新塔异形关键节点抗震性能试验研究,2007,参与。

  • 2000吨世博轴阳光谷梭形格构柱足尺和缩尺稳定承载力试验,2008,参与。

  • 上海中心加强层关键节点抗震性能试验研究,2010,参与。

  • 日本文部省基础研究A类(23246097),钢构件的屈曲和破坏的耦合相关研究,2011/01-2015/03,参与。

  • 日本文部省基础研究C类(24560588),含未焊透焊缝钢结构的延性断裂发生相关评价准则的研究,2012/04-2015/03,参与。

  • 日本文部省特别研究员奖励费项目(12F02067),考虑超低周疲劳的桥梁钢结构抗震性能评价方法,2012/12-2013/11,参与。

  • 国家自然科学基金面上项目(50578117),基于结构整体行为的钢管节点非刚性性能,2006/1-2008/12,参与。

  • 国家自然科学基金青年科学基金项目(51508401),基于微观力学模型不同方式成型圆钢管的屈曲后断裂机制,2016/1-2018/12,负责人。

  • 中央高校基本科研业务费专项资金-学科交叉类项目(0500219213),钢与超高性能混凝土(UHPC)栓钉连接件的抗剪性能研究,2015/7-2016/12,负责人。

  • 东京工业大学国际合作研究项目,金属阻尼器超低周疲劳寿命评估方法,2017/4-2018/3,外方负责人。

  • 十三五国家重点研发计划项目,建筑工业化技术标准体系与标准化关键技术,2016/7-2019/12,参与。

  • 十三五国家重点研发计划项目,工业化建筑隔震及消能减震关键技术,2017/7-2020/12,子课题负责人。

  • 中央高校基本科研业务费专项资金-学科交叉类项目,基于装配式栓钉的钢-超高性能混凝土(UHPC)组合构件的应用基础研究(滚动支持),2017/7-2018/12,负责人。

  • 中央高校基本科研业务费专项资金-学科交叉类项目,液压关节机器人控制精度与动态特性研究,2019/1-2020/12,负责人。

  • 国家自然科学基金面上项目(52178499),梁贯通式多重摇摆柱钢支撑框架的减震机理及设计方法,2022/1-2025/12,负责人。

专著

  • L-J Jia; HB Ge. Ultra-Low Cycle Fatigue Failure of Metal Structures under Strong Earthquakes. Springer, 2018, ISBN: 978-981-13-2660-8.

  • 贾良玖, 葛汉彬. 强震下金属结构的超低周疲劳破坏, 同济大学出版社, 2019.

代表性期刊论文

  • T Gu; L-J Jia*; B Chen, M Xia, H Guo, M-C He* (2021), Unified full-range plasticity till fracture of meta steel and structural steels, Engineering Fracture Mechanics.

  • R Xie; Z Li; P Xiang*; L-J Jia* (2021). Dynamic behaviors of steel multiple-rocking-column structural system with rocking stoppers. Engineering Structures, 243:112649.

  • T Gu; S Yang; D Guan; L-J Jia* (2021), Analytical model for local bulging failure of mini-BRBs with circular restraint tubes. Journal of Constructional Steel Research, 183:106722.

  • F Shao; T Gu; L-J Jia*; M Taguchi, HB Ge* (2020), Experimental study on damage detectable brace-type shear fuses, Engineering Structures, 225(26):111260.

  • P Xiang; R Xie; Z Li; L-J Jia*; J Xie; Seismic performance of a single-story articulated steel structure system, Journal of Engineering Mechanics (ASCE), 146(10):04020108.

  • P Xiang, Z Qing, L-J Jia*, M Wu, J Xie (2020). Damage evaluation and ultra-low-cycle fatigue analysis of high-rise steel frame with mesoscopic fracture models (2020), Soil Dynamics and Earthquake Engineering, 139:106283.

  • Y Zhou; K Eng Chouery; Z Shu; L-J Jia*. Full-range plasticity of novel high-performance low-cost stainless steel QN1803 (2020), Steel and Composite Structures, 35(6):739-752.

  • L-J Jia; J Xie; Z Wang; K Kondo; HB Ge* (2020). Initial studies on brace-type shear fuses. Engineering Structures, 208:110318.

  • D Guan; S Yang; L-J Jia*; Z Guo (2020). Development of miniature bar-type structural fuses with cold formed bolted connections. Steel and Composite Structures, 34(1):53-73.

  • L-J Jia*; W Fujie; T Ikai; S Yoshida; HB Ge (2019). Dependency of mesh size and loading history on crack propagation energy of cyclic ductile fracture model. Engineering Fracture Mechanics, 215:117-137.

  • L-J Jia; Y Tian; X Zhao*; S Tian (2019). Rotational capacity of H-shaped steel beams under cyclic pure bending. Steel and Composite Structures, 30(2):123-140.

  • L-J Jia; Y Dong; HB Ge*; K Kondo; P Xiang (2019). Experimental study on high-performance buckling-restrained braces with perforated core plates. International Journal of Structural Stability and Dynamics, 19(1), 1940004.

  • L-J Jia; R-W Li, P Xiang*; D-Y Zhou; Y Dong (2018). Resilient steel frames installed with self-centering dual-steel buckling-restrained brace. Journal of Constructional Steel Research, 149:95-104.

  • L-J Jia; HB Ge*; P Xiang; Y Liu (2018). Seismic performance of fish-bone shaped buckling-restrained braces with controlled damage process. Engineering Structures, 169:141-153.

  • P Xiang; M Shi; L-J Jia*; M Wu; CL Wang (2018). 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):04017304.

  • L.J. Jia; P Xiang*; M Wu; A Nishitani (2018). Swing story–lateral force resisting system connected with dampers: novel seismic vibration control system for building structures. Journal of Engineering Mechanics (ASCE), 144(2):04017159.

  • P Xiang; L-J Jia*; M Shi; M Wu (2017). Ultra-low cycle fatigue life of aluminum alloy and its prediction using monotonic tension test results. Engineering Fracture Mechanics, 186:449-465.

  • P Xiang; L-J Jia*; K Ke; YY Chen; HB Ge (2017). Ductile cracking simulation of uncracked high strength steel using an energy approach. Journal of Constructional Steel Research, 138:117-130.

  • K Ke; YY Chen; L-J Jia* (2017). Damage-control evaluation of high-strength steel frames with energy dissipation bays. Structures & Buildings, 170(9):677-692.(英国土木工程师协会(ICE)最佳论文奖“Tso Kung Hsieh Award”, 2018).

  • J Wang; J Guo; L-J Jia*; S Chen; Y Dong (2017). Push-out tests of demountable headed stud shear connectors in steel-UHPC composite structures. Composite Structures, 170:69-79.

  • Y Liu; L-J Jia*; HB Ge; T Kato; T Ikai (2017). Ductile-fatigue transition fracture mode of welded T-joints under quasi-static cyclic large plastic strain loading. Engineering Fracture Mechanics, 176(5):38-60.

  • L-J Jia; HB Ge*; R Maruyama; K Shinohara (2017). Development of a novel high-performance all-steel fish-bone shaped buckling-restrained brace. Engineering Structures, 138:105-119.

  • YY Chen; L Pan; L-J Jia* (2017). Post-buckling ductile fracture analysis of panel zones in welded steel beam-to-column connections. Journal of Constructional Steel Research, 132:117-129.

  • L-J Jia; T Ikai; HB Ge*; S Hada (2017). Seismic performance of compact beam–column connections with welding defects in steel bridge piers. Journal of Bridge Engineering (ASCE),22(4):04016137.

  • L-J Jia; T Ikai; K Shinohara; HB Ge* (2016). Ductile crack initiation and propagation of structural steels under cyclic combined shear and normal stress loading. Construction and Building Materials, 112:69-83.

  • L-J Jia; HB Ge*; K Shinohara; H Kato (2016). Experimental and numerical study on ductile fracture of structural steels under combined shear and tension. Journal of Bridge Engineering (ASCE), 21(5):04016008.

  • L-J Jia; HB Ge*; T Suzuki; X Luo (2015). 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):04014072.

  • L-J Jia*; H Kuwamura (2015). Ductile fracture model for structural steel under cyclic large strain loading. Journal of Constructional Steel Research, 106:110-121.

  • L-J Jia* (2014). Integration algorithm for a modified Yoshida-Uemori model to simulate cyclic plasticity in extremely large plastic strain ranges up to fracture. Computers & Structures, 145:36-46.

  • L-J Jia*; HB Ge; T Suzuki (2014). Effect of post weld treatment on cracking behaviors of beam-column connections in steel bridge piers. Steel & Composite Structures, 17(5):685-704.

  • L-J Jia*; T Koyama; H Kuwamura (2014). Experimental and numerical study of postbuckling ductile fracture of heat-treated SHS stub columns. Journal of Structural Engineering (ASCE), 140(7):165-180.

  • L-J Jia*; H Kuwamura (2014). Ductile fracture simulation of structural steels under monotonic tension. Journal of Structural Engineering (ASCE), 140(5):472-482.

  • L-J Jia*; H Kuwamura (2014). Prediction of cyclic behaviors of mild steel at large plastic strain using coupon test results. Journal of Structural Engineering (ASCE), 140(2):441-454.

若有意向保送或报考结构工程方向硕士生、博士生,请邮件联系,期待和有上进心的同学一起共事。

(备注:对于同济本校保研学生,防灾系结构工程方向的导师仅可招收建工系的学生)

以下是本人对硕士和博士培养目标的理解

  • 硕士:具有较高科研素养和较深厚专业基础,初步建立科研逻辑思维及方法论,具有解决问题的能力。

  • 博士:具有完整和严密的科研逻辑思维及方法论,具有独立解决问题、发现问题和提出问题的能力。

招聘概况

  • 常年招收国内外优秀博士后研究员

课题组特色

研究方向涉及土木、材料、冶金、大数据和人工智能等多学科,包括金属材料和结构的多尺度研究、大数据和人工智能算法、新型减隔震结构体系、金属基超材料等,与材料、冶金、大数据和人工智能领域多位青年专家组建了联合攻关团队,期待能为志同道合的博士提供一个安心科研的氛围和平台,有兴趣请邮件联系。

联系地址:上海市四平路1239号同济大学土木大楼B座  电话:021-65982666   传真:021-65982668  邮箱:ddms@tongji.edu.cn   邮编:200092

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