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同济大学土木工程学院结构防灾减灾工程系导师教师师资介绍简介-贾良玖

本站小编 Free考研考试/2021-01-12


博士、副教授、博导
招生专业:结构工程
联系电话 (Tel.):
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

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
1. 第13届国际钢管结构会议CIDECT优秀论文奖
2. 2018年度ICE(英国土木工程师学会)最佳论文奖Tso Kung Hsieh Award
3. 第十届地震工程会议优秀会议论文奖
4. 2018年中国钢结构协会科学技术奖特等奖(排名第15)
5. 上海市优秀毕业生
6. 同济大学优秀毕业生
7. 同济大学优秀毕业论文
8. 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)
9. 上海市科技创新杯三等奖
10. 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)
11. 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)
12. 日本文部省JASSO奖学金
主要研究项目
1.广州新塔异形关键节点抗震性能试验研究,2007,参与。
2.2000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。
3.上海中心加强层关键节点抗震性能试验研究,2010,参与。
4.日本文部省基础研究A类(**),钢构件的屈曲和破坏的耦合相关研究,2011/01-2015/03,参与。
5.日本文部省基础研究C类(**),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。
6.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。
7.国家自然科学基金面上项目(**),基于结构整体行为的钢管节点非刚性性能,2006/1-2008/12,参与。
8.国家自然科学基金青年科学基金项目(**),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。
9.中央高校基本科研业务费专项资金-学科交叉类项目(),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。
10.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。
11.十三五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。
12.十三五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。
13.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。
14.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。
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.
代表性期刊论文
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), **.
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.
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.
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):**.
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):**.
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.
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.
K Ke; Y Chen; L-J Jia (2017). Damage-control evaluation of high-strength steel frames with energy dissipation bays. Structures & Buildings, 170(9):677-692.
Y 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):**.
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):**.
L-J Jia;T Ikai; K Shinohara; L Kang; HB Ge; T Kato (2016). Ductile cracking simulation procedure for welded joints under monotonic tension. Structural Engineering & Mechanics, 60(1):51-69.
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.
Z Zhou; L-J Jia (2015). Damage index for crack initiation of structural steel under cyclic loading. Journal of Constructional Steel Research, 114:1-7.
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):**.
HB Ge; L-J Jia;L Kang; T Suzuki (2014). Experimental study on seismic performance of partial penetration welded steel beam-column connections with different fillet radii. Steel & Composite Structures, 17(6):851-865.
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;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.
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;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;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;Y Chen (2014). Evaluation of elastic in-plane flexural rigidity of unstiffened multiplanar CHS X-joints. International Journal of Steel Structures, 14(1):23-30.

L-J Jia;T Koyama; H Kuwamura (2013). Prediction of cyclic large plasticity for prestrained structural steel using only tensile coupon tests. Frontiers of Structural and Civil Engineering, 7(4):466-476.


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。


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