舒江鵬，現任浙江大學“百人計畫”研究員，博士生導師。曾任史丹福大學訪問教授，南丹麥大學助理教授。本科畢業於浙江大學，博士畢業於瑞典查爾姆斯理工大學，挪威科技大學博士後，並與史丹福大學，加州大學伯克利分校，瑞士洛桑聯邦理工，荷蘭代爾夫特理工，義大利米蘭理工等知名高校的學者展開合作，先後在ASCE, Engineering Structures國際著名期刊和會議完成論文專著30多篇, 被引用160多次，並在ACI, IABSE, IABMAS, fib 等知名國際會議作學術報告20多次。先後擔任包括《Engineering Structures》在內的10多個國際期刊的審稿人，是國際結構和橋樑協會IABSE和美國土木工程協會ASCE會員，國際混凝土協會fib，國際材料與結構實驗聯合會技術委員會RILEM和美國混凝土協會ACI專業委員會委員，第39屆加拿大溫哥華IABSE會議分會場主席，2017被瑞典混凝土協會評為年“Annual Researcher”，2019年史丹福大學IWSHM組織委員會委員。
基本介紹
- 中文名：舒江鵬
- 國籍：中國
- 民族：漢族
- 出生地：浙江
- 畢業院校：浙江大學
- 學位/學歷：博士
- 專業方向：土木工程
- 職稱：研究員、教授
人物經歷,學術成就,代表性著作,
人物經歷
舒江鵬，博士，浙江大學研究員，博士生導師
舒江鵬本科畢業於浙江大學土木工程系，碩士畢業於瑞典皇家理工學院，博士畢業於瑞典查爾姆斯理工大學。先後擔任挪威科技大學博士後，丹麥南丹麥大學助理教授，並在美國伊利諾伊大學香己譽漿道檳分校、瑞士洛桑聯邦理工大學、義大利米蘭理工大學和美國史丹福大學交流訪問。擔任浙江大學“百人計畫”研究員(正教授級)。
學術成就
舒博士過去主要致力於既有結構評估與健康監測、鋼筋混凝土板的抗沖切破壞等研究。基於豐富的科研成嫌套道果，申報人於2018年8月立項元被南丹麥大學聘為助理教授，並於2019年1月受邀前往美國史丹福大學進行為期半年的學術訪問。參與多部歐洲規範和工程指南的編寫。在國際著名學術期刊和會議上發表高水平學術論文30餘篇，包括《Engineering Structures》，《ASCE Journal of Structural Engineering》、《Structure and Infrastructure Engineering》和《Structural Concrete》，並受邀在IABSE, IABMAS, fib等結構工程領域知名國際會議作學術報告15餘次。擔任國際結構混凝土協會fib AG12技術委員會委局悼頌，美國混凝土協會ASCE/問題5ACI 445C技術委員會委員，2017年10月加拿大IABSE會議分會場主席和評審，2019年美國史丹福大學第12屆結構監朵獄頁戀測研討會組織會委員，《Engineering Structures》等多個SCI期刊的審稿人。2017年11月被瑞典混凝土協會評為“年度學者 The Annual Researcher” 。申報人主持或參與了歐盟第七框架計畫（7th Framework Programme）禁跨謎1項，歐盟INTERREG 計畫1項，歐盟地平線計畫-瑪麗居里行動1項，瑞典交通部洪少項目3項，挪威交通部項目1項；長期與國內外權威科研機構保持合作，如美國史丹福大學、伊利諾伊大學香檳分校、加州大學伯克利分校等。
代表性著作
Shu, J.*, Zandi, K., Topac, T., Chen, R., Fan, C. (2019) Automated Generation of FE Model for Digital Twin of Concrete Structures from Segmented 3D Point Cloud. IWSHM 2019, Stanford University.
Shu, J.*, Plos, M., Zandi, K., Ashraf, A., (2019) Distribution of shear force: A multi-level assessment of a cantilever RC slab. Engineering Structures. 153, 766-781
Shu, J.*, Plos, M., Zandi, K., Johansson, M., & Nilenius, F. (2018). Shear Capacity of a RC Bridge Deck Slab: Comparison between Multilevel Assessment and Field Test. ASCE Journal of Structural Engineering. 144 (7), 04018081
Shu, J.* (2018), Shear assessment of a reinforced concrete bridge deck slab according to level‐of‐approximation approach. Structural Concrete. 2018; 1-13.
Shu, J.*, Honfi, D., Plos, M., Zandi, K., Safety Assessment of a Cantilever Bridge Deck Slab According to Multi_level Assessment Strategy, Structural Safety. (Under review)
Shu, J.*, Belletti, B., & Muttoni, A. (2017). Internal force distribution in RC slabs subjected to punching shear: shell and solid non-linear FE analyses. Engineering Structures. 153, 766-781.
Plos, M., Shu, J.*, Zandi, K., & Lundgren, K. (2017): A Multi-level Structural Assessment Proposal for Reinforced Concrete Bridge Deck Slabs. Structure and Infrastructure Engineering, 13(2),223–241.
Shu, J.*, Plos, M., Johansson, M., Zandi, K., & Nilenius, F. (2016). Prediction of punching behaviour of RC slabs using continuum non-linear FE analysis. Engineering Structures, 125, 15-25.
Bagge, N.*, Shu, J., Plos, M., & Elfgren, L. (2015). Punching Capacity of a Reinforced Concrete Bridge Deck Slab Loaded to Failure. Nordic Concrete Research:53 (2), 57–60.
Shu, J.*, Plos, M., Zandi, K., & Lundgren, K. (2015). A Multi-level Structural Assessment Proposal for Reinforced Concrete Bridge Deck Slabs. Nordic Concrete Research: 53 (2), 53–56.
Shu, J.*, Fall, D., Plos, M., Zandi, K., & Lundgren, K. (2014). Development of modelling strategies for two-way RC slabs. Engineering Structures, 101, 439–449.
Shu, J.*, Lundgren, K., Zandi, K., & Plos, M., (2015). Structural assessment of bridge deck slabs. Nordic Concrete Research:50 (2),453–456.
Fall, D.*, Shu, J., Rempling, R., Lundgren, K., & Zandi, K. (2014). Two-way slabs: Experimental investigation of load redistributions in steel fibre reinforced concrete. Engineering Structures, 80, 61–74.
Shu, J.*, Zhang, Z., Gonzalez, I., & Karoumi, R. (2013). The application of a damage detection method using Artificial Neural Network and train-induced vibrations on a simplified railway bridge model. Engineering Structures, 52, 408–421.
代表性著作
Shu, J.*, Zandi, K., Topac, T., Chen, R., Fan, C. (2019) Automated Generation of FE Model for Digital Twin of Concrete Structures from Segmented 3D Point Cloud. IWSHM 2019, Stanford University.
Shu, J.*, Plos, M., Zandi, K., Ashraf, A., (2019) Distribution of shear force: A multi-level assessment of a cantilever RC slab. Engineering Structures. 153, 766-781
Shu, J.*, Plos, M., Zandi, K., Johansson, M., & Nilenius, F. (2018). Shear Capacity of a RC Bridge Deck Slab: Comparison between Multilevel Assessment and Field Test. ASCE Journal of Structural Engineering. 144 (7), 04018081
Shu, J.* (2018), Shear assessment of a reinforced concrete bridge deck slab according to level‐of‐approximation approach. Structural Concrete. 2018; 1-13.
Shu, J.*, Honfi, D., Plos, M., Zandi, K., Safety Assessment of a Cantilever Bridge Deck Slab According to Multi_level Assessment Strategy, Structural Safety. (Under review)
Shu, J.*, Belletti, B., & Muttoni, A. (2017). Internal force distribution in RC slabs subjected to punching shear: shell and solid non-linear FE analyses. Engineering Structures. 153, 766-781.
Plos, M., Shu, J.*, Zandi, K., & Lundgren, K. (2017): A Multi-level Structural Assessment Proposal for Reinforced Concrete Bridge Deck Slabs. Structure and Infrastructure Engineering, 13(2),223–241.
Shu, J.*, Plos, M., Johansson, M., Zandi, K., & Nilenius, F. (2016). Prediction of punching behaviour of RC slabs using continuum non-linear FE analysis. Engineering Structures, 125, 15-25.
Bagge, N.*, Shu, J., Plos, M., & Elfgren, L. (2015). Punching Capacity of a Reinforced Concrete Bridge Deck Slab Loaded to Failure. Nordic Concrete Research:53 (2), 57–60.
Shu, J.*, Plos, M., Zandi, K., & Lundgren, K. (2015). A Multi-level Structural Assessment Proposal for Reinforced Concrete Bridge Deck Slabs. Nordic Concrete Research: 53 (2), 53–56.
Shu, J.*, Fall, D., Plos, M., Zandi, K., & Lundgren, K. (2014). Development of modelling strategies for two-way RC slabs. Engineering Structures, 101, 439–449.
Shu, J.*, Lundgren, K., Zandi, K., & Plos, M., (2015). Structural assessment of bridge deck slabs. Nordic Concrete Research:50 (2),453–456.
Fall, D.*, Shu, J., Rempling, R., Lundgren, K., & Zandi, K. (2014). Two-way slabs: Experimental investigation of load redistributions in steel fibre reinforced concrete. Engineering Structures, 80, 61–74.
Shu, J.*, Zhang, Z., Gonzalez, I., & Karoumi, R. (2013). The application of a damage detection method using Artificial Neural Network and train-induced vibrations on a simplified railway bridge model. Engineering Structures, 52, 408–421.
