男，祖籍為安徽省肥西縣。本科及碩士畢業於同濟大學，2013年於日本東京大學獲得博士學位。曾在日本名城大學防災減災高級研究中心做博士後。現為同濟大學土木工程學院結構防災減災工程系副教授。主要研究方向為負泊松比超材料、鋼結構和組合結構抗震、金屬塑性本構、金屬延性和脆性斷裂、新型耗能組件(屈曲約束支撐等)、新型節點和新型減隔震結構體系。主持和參與國家級研究項目、國際合作項目多項，並負責和參與了世博軸梭形柱、廣州塔和上海中心的關鍵節點工程試驗。同時，在國際著名期刊發表SCI論文30餘篇。
基本介紹
- 中文名：賈良玖
- 國籍：中國
- 民族：漢
- 出生地：安徽省肥西縣
- 職業：教師
- 畢業院校：同濟大學、東京大學
- 學位/學歷：博士
- 專業方向：結構工程
- 職務：副教授,博導
個人資料,教育和工作經歷,研究方向,曾獲獎勵,主要研究項目,專著,代表性期刊論文,代表性會議論文,
個人資料
賈良玖，男，祖籍為安徽省肥西縣。本科及碩士畢業於同濟大學，2013年於日本東京大學獲得博士學位。曾在日本名城大學防災減災高級研究中心做博士後。現為同濟大學土木工程學院結構防災減災工程系副教授。主要研究方向為負泊松比超材料、鋼結構和組合結構抗震、金屬塑性本構、金屬延性和脆性斷裂、新型耗能組件(屈曲約束支撐等)、新型節點和新型減隔震結構體系。主持和參與國家級研究項目、國際合作項目多項，並負責和參與了世博軸梭形柱、廣州塔和上海中心的關鍵節點工程試驗。同時，在國際著名期刊發表SCI論文30餘篇。
教育和工作經歷
2003–2007 同濟大學，土木工程專業，學士
2007–2010 同濟大學，結構工程專業，碩士
2008–2009 日本熊本大學，建築學專業，短期交換留學生
2010–2013 日本東京大學，建築學專業，博士
2013–2015 日本名城大學，防災減災高級研究中心，博士後
2015-2018 同濟大學，結構防災減災工程系，助理研究員
2018-今 同濟大學，結構防災減災工程系，副教授
研究方向
負泊松比超材料
鋼結構和組合結構抗震
金屬塑性本構
金屬延性和脆性斷裂
新型耗能組件(屈曲約束支撐等)
新型節點
新型減隔震結構體系
曾獲獎勵
1. 第13屆國際鋼管結構會議CIDECT優秀論文獎
2. 2018年度ICE(英國土木工程師學會)最佳論文獎Tso Kung Hsieh Award
3. 上海市優秀畢業生
4. 同濟大學優秀畢業生
5. 同濟大學優秀畢業論文
6. 同濟大學土木工程學院第一屆學生創新賽（SITP）團體第一名（任組長）
7. 上海市科技創新杯三等獎
8. 美國土木工程學會東南區學生競賽鋼橋重量獎第二名（團體）
9. 美國土木工程學會東南區學生競賽擋土牆項目第三名（團體）
10. 日本文部省JASSO獎學金
主要研究項目
1．廣州新塔異形關鍵節點抗震性能試驗研究，2007，參與。
2．2000噸世博軸陽光谷梭形格構柱足尺和縮尺穩定承載力試驗，2008，實驗負責人之一。
3．上海中心加強層關鍵節點抗震性能試驗研究，2010，參與。
4．日本文部省基礎研究A類（23246097），鋼構件的屈曲和破壞的耦合相關研究，2011/01-2015/03，參與。
5．日本文部省基礎研究C類（24560588），含未焊透焊縫鋼結構的延性斷裂發生相關評價準則的研究，2012/04-2015/03，參與。
6．日本文部省特別研究員獎勵費項目（12F02067），考慮超低周疲勞的橋樑鋼結構抗震性能評價方法，2012/12-2013/11，參與。
7．國家自然基金面上項目（50578117），基於結構整體行為的鋼管節點非剛性性能，2006/1-2008/12，參與。
8．國家自然基金青年項目（51508401），基於微觀力學模型不同方式成型圓鋼管的屈曲後斷裂機制，2016/1-2018/12，負責人。
9．中央高校基本科研業務費專項資金-學科交叉類項目（0500219213），鋼與超高性能混凝土(UHPC)栓釘連線件的抗剪性能研究，2015/7-2016/12，負責人。
10．東京工業大學國際合作研究項目，金屬阻尼器超低周疲勞壽命評估方法，2017/4-2018/3，外方負責人。
專著
L-J Jia; HB Ge, Ultra-Low Cycle Fatigue Failure of Metal Structures under Strong Earthquakes. Springer, 2018, ISBN: 978-981-13-2660-8.
代表性期刊論文
Y Liu; L-J Jia; HB Ge;T Kato; TIkai(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; KShinohara(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;SChen; Y Dong(2017). Push-out tests of demountable headed stud shear connectors in steel-UHPC composite structures. Composite Structures.
K Ke; Y Chen;L-J Jia(2017). Damage-control evaluation of high-strength steel frames with energy dissipation bays. Structures & Buildings.
Y Chen; LPan;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; K Shinohara;HBGe (2016). Ductilecrack initiation and propagationof structural steels under cyclic combined shear and normal stress loading. Construction and Building Materials, 112:69-83.(SCI:000375166900008; EI:20161002065641)
L-J Jia; HB Ge; K Shinohara; H Kato(2016). Experimental and numericalstudy on ductile fracture of structural steels under combined shear and tension. Journal ofBridge Engineering (ASCE), 21(5):04016008.(SCI:000374873200004; EI:15923856)
L-J Jia; T Ikai; K Shinohara;L Kang; HBGe;TKato(2016). Ductile cracking simulation procedure for welded joints under monotonic tension.Structural Engineering &Mechanics, 60(1):51-69.
L-J Jia; T Ikai; HB Ge; S Hada (2016). Seismic performance of compact beam–column connections with welding defects in steel bridge piers. Journal ofBridge Engineering (ASCE).
L-J Jia; H Kuwamura (2015). Ductile fracture model for structural steel under cyclic large strainloading. Journal of Constructional Steel Research, 106:110-121. (SCI:000350707200011)
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. (SCI:000364501300002)
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 ofBridge Engineering (ASCE), 20(4):04014072. (SCI:000351427300003; EI:20151200655660)
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. (SCI:000347547100006; EI:20145200355509)
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. (SCI:000344204500004; EI:20144500169905)
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. (SCI:000332484800019; EI:20140517251192)
L-J Jia; H Kuwamura (2014). Ductile fracture simulation of structural steels under monotonic tension. Journal of Structural Engineering (ASCE), 140(5):472-482. (SCI:000336526700018; EI:20141717617433)
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. (SCI:000342832600018; EI:20142617865764)
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. (SCI:000344976000007; EI:20144800254038)
L-J Jia; Y Chen (2014). Evaluation of elastic in-plane flexural rigidity of unstiffened multiplanar CHS X-joints. International Journal ofSteel Structures, 14(1):23-30. (SCI:000334496200003; EI:20141917693963)
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.
P Xiang;HB Ge; L-J Jia (2016). Advancement and applications of Japanese high performance steel in structural engineering. Advanced Steel Construction,12(3):245-262.
L Li, C Jiang, L-J Jia, and Z Lu (2016). Local buckling of bolted steel plates with different stiffener configuration. Engineering Structures,119(7):186-197. (SCI:000376803600015).
代表性會議論文
1. Yiyi Chen; Liang-Jiu Jia. The Experimental Study and Finite Element Analysis on the Seismic Properties of Stiffened CHS Bracket to CHS Beam Connections, Proc. of 14th WCEE, Beijing, 2008.
2. Liang-Jiu Jia; Yiyi Chen. Elastic Axial Rigidity Formula for Multi-planar CHS X-joint and Its Effect on Performance of Single-layered Ribbed Domes, Proc. of 13th International Symposium on Tubular Structures, Hong Kong, 2010.
3. Liang-Jiu Jia; Yiyi Chen. Effect of Joint Rigidity on Stability of Single-layered Ribbed Domes, Proc. of 2nd International Postgraduate Conference on Infrastructure and Environment, Hong Kong, 2010.
4.Liang-Jiu Jia; Hitoshi Kuwamura. Selected Plasticity Models for Structural Steel under Cyclic Large Strain (Cyclic Stress-Strain Behavior to fracture of Structural Steel, Part 1), Proc. 82th Arch. Res. Meeting of Kanto Chapter AIJ, Tokyo, 2012.
5. Liang-Jiu Jia; Tsuyoshi Koyama; Hitoshi Kuwamura. Uniaxial True Stress-True Strain Behavior to Fracture (Cyclic Stress-Strain Behavior to Fracture of Structural Steel, Part 2), Proc. 82th Arch. Res. Meeting of Kanto Chapter AIJ, Tokyo, 2012.
6. Liang-Jiu Jia; Tsuyoshi Koyama; Hitoshi Kuwamura. Prediction of Cyclic Plasticity Using Monotonic Coupon Test Results (Cyclic Stress-Strain Behavior to Fracture of Structural Steel, Part 3), Proc. 82th Arch. Res. Meeting of Kanto Chapter AIJ, Tokyo, 2012.
7. Liang-Jiu Jia; Tsuyoshi Koyama; Hitoshi Kuwamura. Prediction of Cyclic Plasticity for Prestrained Mild Steel Using Monotonic Coupon Test Results by Chaboche Model with Isotropic Hardening (Cyclic Stress-Strain Behavior to Fracture of Structural Steel, Part 4), Summaries of technical papers of annual meeting AIJ, Nagoya, 2012.
8.Liang-Jiu Jia; Tsuyoshi Koyama; Hitoshi Kuwamura. Modified Yoshida-Uemori Model to Predict Metal Plasticity Using only Coupon Test (Cyclic Stress-Strain Behavior to Fracture of Structural Steel, Part 5), Proc. 83th Arch. Res. Meeting of Kanto Chapter AIJ, Tokyo, 2013.
9. Liang-Jiu Jia; Tomoya Kato; Hanbin Ge. Ductile Cracking Simulation of Butt Weld in Steel Structures under Monotonic Tension，The 13th International Symposium on Structural Engineering, Hefei, China, 2014.
