陳之毅，女，1977年1月出生於江蘇蘇州，土木工程學專家，工學博士學位，畢業於同濟大學和名古屋大學。現任同濟大學土木工程學院教授、博士生導師。主要研究方向有軟土地下工程抗震、地下結構減震控制和地下結構性能化設計等。
基本介紹
教育背景,工作經歷,獲獎情況,學術論文,
教育背景
博士（2003.10~2006.09）日本名古屋大學，工學部，土木工學
碩士（2000.09~2003.05）同濟大學，土木工程學院，結構工程專業
學士（1995.09~2000.07）同濟大學，土木工程學院，建築工程專業
工作經歷
2016.12~至 今，同濟大學土木工程學院地下建築與工程系，教授
2012.12~至 今，同濟大學土木工程學院地下建築與工程系，博士生導師
2011.12~2016.12，同濟大學土木工程學院地下建築與工程系，副教授
2009.12~2012.11，同濟大學土木工程學院地下建築與工程系，碩士生導師
2007.06~2011.11，同濟大學土木工程學院地下建築與工程系，講師
獲獎情況
主持完成的“濱海軟土城市地下空間系統的地震災變演化機理與減震控制理論”項目獲教育部高等學校科學研究自然科學獎二等獎。
學術論文
[1]Chen Z. Y.*, Zhao H., Lou M. L. (2016). "Seismic performance and optimal design of framed underground structures with lead–rubber bearings."Structural Engineering and Mechanics, 58(2): 259-276.SCI
[2]Chen Z. Y.*, Chen W., Li Y. Y., Yuan Y. (2016). "Shaking table test of a multi-story subway station under pulse-like ground motions."Soil Dynamics and Earthquake Engineering, 82: 111-122.SCI
[3]Chen Z. Y.*, Chen W., Zhang W., Lou M. (2016). "Effects of axial compression ratio of central columns on seismic performance of a multi-story underground structure."International Journal of Computational Methods, 13(4): 1641014-1-16.SCI
[4]Chen Z. Y.*, Fan H., Bian G. Q. (2015). "Parametric analysis of shear panel dampers under high axial compression."Advanced Steel Construction, HKISC, 11(1): 1-14.SCI
[5]Chen Z. Y.*, Chen W., Zhang W. (2014). "Seismic performance evaluation of multi-story subway structure based on pushover analysis."Advances in Soil Dynamics and Foundation Engineering, ASCE, 240 GSP: 444-454.EI
[6]Chen Z. Y.*, Chen W., Bian G. Q. (2014). "Seismic performance upgrading for underground structures by introducing shear panel dampers."Advances in Structural Engineering, 17(9): 1343-1357.SCI
[7]Chen Z. Y.*,Li W. Y., Yang L. D. (2014). "Simplified Seismic Design Method for Shanghai Underground Structures in Soft Soils."Indian Geotechnical Journal, 44(2): 149-155.EI
[8]Chen Z. Y.*, Shen H. (2014). "Dynamic centrifuge tests on isolation mechanism of tunnels subjected to seismic shaking."Tunnelling and Underground Space Technology, 42: 67-77.SCI
[9]Chen Z. Y., Yu H. T., Yuan Y.* (2014). "Full 3D seismic analysis of a long-distance water conveyance tunnel."Structure and Infrastructure Engineering, 10(1): 128-140.SCI
[10]Chen Z. Y.*, Dai Z. L., Huang Y., Bian G. Q. (2013). "Numerical simulation of large deformation in shear panel dampers using smoothed particle hydrodynamics."Engineering Structures, 48: 245-254.SCI
[11]Chen Z. Y., Bian G. Q. Huang, Y.* (2013). "Review on web buckling and hysteretic behavior of shear panel dampers."Advanced Steel Construction,HKISC, 9(3): 205-217.SCI
[12]Chen Z. Y.*,Bian G. Q., Huang Y. (2013)."Hysteretic behavior of shear panel dampers under high axial compression loading."Advanced Steel Construction, HKISC, 9(3): 190-204.SCI
[13]Chen Z. Y.*, Wei J. S. (2013). "Correlation between ground motion parameters and lining damage indices of mountain tunnels."Natural Hazards, 65(3): 1683-1702.SCI
[14]Chen Z. Y.*, Shi C., Li T. B., Yuan Y. (2012). "Damage characteristics and influence factors of mountain tunnels under strong earthquakes."Natural Hazards, 61(2): 387-401.SCI
[15] Huang Y., Dai Z. L., Zhang W. J.,Chen Z. Y.*(2011). "Visual simulation of landslide fluidized movement based on Smoothed Particle Hydrodynamics."Natural Hazards, 59(3): 1225-1238.SCI
[16]Chen Z. Y.*, Shen Z. Y. (2010). "Behavior of L-shaped concrete-filled steel stub columns under axial loading: experiment."Advanced Steel Construction, HKISC, 6(2): 688-697.SCI
[17] Yuan Y.*,Chen Z. Y.(2010). "State-of-the-art in failure mechanism and damage control of large-scale urban underground buildings in China."Journal of Earthquake and Tsunami, 4(1): 23-31.SCI
[18]Chen Z. Y.,Ge H. B.*, Usami T. (2008)."Analysis and design of steel bridge structures with energy absorption members."Advanced Steel Construction, HKISC, 4(3): 173-183.SCI
[19]Chen Z. Y., Ge H. B.*, Kasai A., Usami T. (2007). "Simplified seismic design approach for steel portal frame piers with hysteretic dampers."Earthquake Engineering & Structural Dynamics, 36(4): 541-562.SCI
[20]Chen Z. Y., Ge H. B., Usami T. (2007). "Study on seismic performance upgrading for steel bridge structures by introducing energy-dissipation members."Journal of Structural Engineering, JSCE, Vol.53A: 540-549.
[21]Chen Z. Y., Ge H. B., Usami T.* (2006). "Hysteretic model of stiffened shear panel dampers."Journal of Structural Engineering,ASCE, 132(3): 478-483.SCI
[22]Chen Z. Y., Ge H. B., Usami T. (2006). "Numerical study on development of hysteretic model for stiffened steel shear panel dampers."Journal of Structural Engineering, JSCE, Vol.52A: 573-582.
[23]陳之毅*, 談忠傲, 樓夢麟. (2016). "地下結構抗震設計方法整體強制反應位移法."同濟大學學報(自然科學版), 44(8): 1145-1152.EI
[24]陳之毅*，沈昊. (2011). "軟土地下工程抗震數值模擬的若干關鍵問題."上海國土資源, 32(4): 83-87.
[25]陳之毅*, 葛漢彬, 宇佐美勉, 袁勇. (2011). "反覆荷載作用下剪下板阻尼器的抗剪極限強度."瀋陽工業大學學報, 33(2): 219-225.EI
[26]陳之毅, 才明陽, 楊林德. (2010). "軟弱土層中典型捷運車站結構的動力回響特徵."城市軌道交通研究, 13: 98-101.
