
賀君,男,1981年5月生,湖南衡南人,教授,博士生導(dǎo)師,歐盟“瑪麗?居里學(xué)者”,日本早稻田大學(xué)博士后,美國(guó)俄克拉荷馬大學(xué)訪問(wèn)學(xué)者。長(zhǎng)期致力于橋梁工程領(lǐng)域的科研與教學(xué)工作。近年來(lái)主持歐盟國(guó)際合作項(xiàng)目1項(xiàng),國(guó)家自然科學(xué)基金項(xiàng)目2項(xiàng);參與國(guó)家973、863計(jì)劃、國(guó)家自然科學(xué)基金等國(guó)家級(jí)課題10余項(xiàng);在國(guó)內(nèi)外權(quán)威等期刊發(fā)表高水平論文100余篇(SCI收錄50余篇),相關(guān)成果納入行業(yè)規(guī)范1部、設(shè)計(jì)指南1本、本科生與研究生規(guī)劃教材各1本,獲省級(jí)科學(xué)技術(shù)獎(jiǎng)勵(lì)一等獎(jiǎng)、同濟(jì)大學(xué)優(yōu)秀博士學(xué)位論文等多項(xiàng)榮譽(yù),國(guó)家級(jí)精品課程《結(jié)構(gòu)設(shè)計(jì)原理》主講教師。擔(dān)任國(guó)際橋梁與結(jié)構(gòu)工程師協(xié)會(huì)(IABSE)、國(guó)際橋梁維護(hù)與安全協(xié)會(huì)(IABMAS)等會(huì)員;國(guó)內(nèi)外著名學(xué)術(shù)期刊Composite Structure、Journal of Structure Engineering ASCE、中國(guó)公路學(xué)報(bào)等優(yōu)秀審稿專家。
聯(lián)系郵箱:hejun@csust.edu.cn
一、教育背景
2006.3-2011.6,同濟(jì)大學(xué),橋梁與隧道工程專業(yè),博士研究生
2008.9-2009.9,日本早稻田大學(xué),土木與環(huán)境工程系,博士研究生聯(lián)合培養(yǎng)
2011.9-2012.9,日本早稻田大學(xué),土木與環(huán)境工程系,博士后研究員
2015.2-2016.2,美國(guó)俄克拉荷馬大學(xué),土木與環(huán)境工程學(xué)院,訪問(wèn)學(xué)者
2019.6-2021.6,英國(guó)赫瑞-瓦特大學(xué),“瑪麗?居里”學(xué)者
二、目前研究領(lǐng)域或主要研究方向
1. 鋼-混凝土組合橋梁的力學(xué)性能與設(shè)計(jì)方法研究;
2. 新材料(FRP、UHPC)在組合橋梁中的應(yīng)用;
3. 可拆卸、易更換快速施工裝配式綠色橋梁與建筑;
4. 組合橋梁可靠性與耐久性評(píng)估。
三、已完成或正在承擔(dān)的主要課題
[1] REUSE,歐盟H2020-MSCA項(xiàng)目,主持,在研;
[2] 可更換低屈服波形鋼腹板連梁-組合橋墩耗能機(jī)理與抗震性能, (國(guó)家自然科學(xué)基金面上項(xiàng)目):主持,在研;
[3] 波折鋼腹板內(nèi)襯混凝土組合梁力學(xué)性能與設(shè)計(jì)方法研究(國(guó)家自然科學(xué)基金青年項(xiàng)目):主持,完成;
[4] 鋼箱梁橫隔板母材疲勞及CFRP加固提升的機(jī)理與壽命 (國(guó)家自然科學(xué)基金面上項(xiàng)目):參與,在研;
[5] 銹蝕影響下預(yù)應(yīng)力筋與混凝土界面行為及構(gòu)件承載力研究 (國(guó)家自然科學(xué)基金面上項(xiàng)目):參與,完成;
[6] 波折腹板梁與混凝土橋面板組合連續(xù)梁橋的研究 (國(guó)家自然科學(xué)基金面上項(xiàng)目):參與,完成;
[7] 混凝土橋梁構(gòu)件耐久性數(shù)值模擬 (國(guó)家自然科學(xué)基金面上項(xiàng)目):參與,完成;
[8] 千米級(jí)斜拉橋技術(shù)標(biāo)準(zhǔn)和關(guān)鍵結(jié)構(gòu)及特性研究 (國(guó)家科技支撐計(jì)劃項(xiàng)目):參與,完成;
[9] 新型FRP組合橋梁結(jié)構(gòu)動(dòng)力響應(yīng)機(jī)理與評(píng)估(國(guó)家高技術(shù)研究發(fā)展計(jì)劃項(xiàng)目(863計(jì)劃):參與,完成;
[10] 生物力學(xué)與結(jié)構(gòu)動(dòng)力學(xué)有機(jī)結(jié)合的大跨人行橋振動(dòng)計(jì)算理論與方法 (國(guó)家自然科學(xué)基金青年項(xiàng)目):參與,完成;
[11] 橋梁工程全壽命設(shè)計(jì)理論與方法研究(交通部西部交通建設(shè)科技項(xiàng)目):參與,完成;
[12] 西部地區(qū)鋼-混凝土混合梁設(shè)計(jì)與施工關(guān)鍵技術(shù)研究 (交通部西部交通項(xiàng)目):參與,完成;
四、已出版的主要著作
1.《橋梁工程》,中國(guó)建筑工業(yè)出版社,2020,參編;
2.《組合結(jié)構(gòu)橋梁理論與設(shè)計(jì)》,人民交通出版社,2021,參編;
3. 《Eurocode 3:鋼結(jié)構(gòu)設(shè)計(jì)-第2部分:鋼結(jié)構(gòu)橋梁》,人民交通出版社,2020,主譯。
五、已發(fā)表的學(xué)術(shù)論文(部分中英文代表作)
[1] He, J., Wang, S., Liu, Y. et al. (2020). “Shear behavior of steel I-girder with stiffened corrugated web, Part II: Numerical study.” Thin-Walled Structures, 147: 106025.
[2] He, J., Lin, Z., Liu, Y. et al. (2020). “Shear stiffness of headed studs on structural behaviors of steel-concrete composite girders.” Steel and Composite Structures, 36(5): 553-568.
[3] He, J., Li, X., Li, C. et al. (2020). “A novel asynchronous-pouring-construction technology for prestressed concrete box girder bridges with corrugated steel webs.” Structures, 27: 1940-1950.
[4] He, J., Liu, Y., Wang, S., et al. (2019). “Experimental Study on Structural Performance of Prefabricated Composite Box Girder with Corrugated Webs and Steel Tube Slab.” Journal of Bridge Engineering ASCE, 24(6): 04019047.
[5] Wang, S., Liu, Y., He, J.*, et al (2019). “Experimental study on cyclic behavior of composite beam with corrugated steel web considering different shear-span ratio.” Engineering Structures, 180: 669-684.
[6] Wang, S., He, J.*, Liu, Y. et al. (2018). “Shear capacity of a novel joint between corrugated steel web and concrete lower slab.” Construction and building materials, 163:360-375.
[7] He, J., Wang, S., Liu, Y., et al. (2017). “Mechanical behaviour of a partially encased composite girder with corrugated steel web: interaction of shear and bending.” Engineering, 3(6): 806-816.
[8] Li, C., He, J.*; Dong, C. et al. (2015). “Control of self-adaptive unstressed configuration for incrementally launched girder bridges.” Journal of Bridge Engineering ASCE, 2015, 20(10): 04014105.
[9] He, J., Liu, Y., Chen, A., Wang, D. and Yoda, T. (2014). “Bending behavior of partially encased composite I-girder with corrugated steel web.” Thin-walled Structures, (74): 70–84.
[10] He, J., Liu, Y., Xu, X. and Li, L. (2014). “Loading capacity evaluation of composite box girder with corrugated webs and steel tube slab.” Structural Engineering and Mechanics, 50(4):501-524.
[11] He, J., Liu, Y. and Pei, B. (2014). “Experimental study on steel-concrete connection in hybrid cable-stayed bridge.” Journal of Performance of Constructed Facilities ASCE, 28(3): 559-570.
[12] He, J., Liu, Y., Chen, A. and Dai, L. (2012). “Experimental investigation of movable hybrid GFRP and concrete bridge deck.” Construction & Building Materials, (26): 49-64.
[13] He, J., Liu, Y., Chen, A. and Yoda, T. (2012). “Shear behavior of partially encased composite I-girder with corrugated steel web: Experimental study.” Journal of Constructional Steel Research, (77): 193-209.
[14] He, J., Liu, Y., Chen, A., Lin, Z. and Yoda, T. (2012). Shear behavior of partially encased composite I-girder with corrugated steel web: Numerical study. Journal of Constructional Steel Research, (79):166-182.
[15] 賀 君, VASDRAVELLIS George, 王思豪, 等. 新型可拆卸開(kāi)孔鋼管連接件抗剪性能. 中國(guó)公路學(xué)報(bào), 2018, 31(12): 28-36,80.
六、學(xué)術(shù)兼職
1. 世界交通運(yùn)輸大會(huì)(WTC)技術(shù)委員會(huì)主席
2. 國(guó)際橋梁與結(jié)構(gòu)工程師協(xié)會(huì)(IABSE)、國(guó)際全壽命土木工程協(xié)會(huì)(IALCCE)、美國(guó)土木工程師學(xué)會(huì)(ASCE)等會(huì)員;
3. 國(guó)際知名刊物《Advances in Materials Science and Engineering》客座編委,《Engineering Structures》、《Composite structure》、《Journal of Structure Engineering ASCE》、《Journal of Constructional Steel Research》、《土木工程學(xué)報(bào)》、《中國(guó)公路學(xué)報(bào)》等學(xué)術(shù)刊物審稿人。