[1] Gu Dongsheng,Wu Yufei,Wu Gang,Wu Zhishen. Plastic hinge analysis of FRP confined circularconcrete columns .Construction and Building Materials. 2012, 27(1): 223-233.(SCI、EI) [2] Gu Dongsheng, Wu Gang, Wu, Zhishen, and Wu Yufei. The Confinement Effectiveness of FRP in Retrofitting Circular Concrete Columns under Simulated Seismic Load,Journal of Composites for Construction ASCE, 2010,14(5),531-540(SCI、EI) [3] 顧冬生,吳剛.地震荷載作用下FRP加固鋼筋混凝土圓柱變形能力計算方法研究,工程力學,2013,30(1):261-270.(EI) [4] 顧冬生,吳剛,吳智深. RC圓形柱受彎承載力極限值計算方法研究,工程力學,2012,29(8):227-235(EI) [5] 顧冬生,吳剛,吳智深魏洋.FRP加固鋼筋混凝土圓柱側向變形能力研究,土木建築與環境工程,2011,33(1),17-23(EI) [6] 王曉菡,顧冬生,王國炎.圓形截面混凝土偏心受壓構件正截面承載能力計算方法,工業建築,2011,41(11):66-70 [7] Gu Dongsheng, Wu Gang, and Wu Zhishen. Ultimate flexural strength of normal section of FRP-confined RC circular columns.Journal of Southeast University (English Edition), 2010, 26(1), 107-111(EI) [8] Dong-Sheng Gu,Gang Wu, Yang Wei. The effectiveness of FRP to confine circular concrete columns under simulated seismic loading. Proceedings of the Tenth International Symposium on Structural Engineering for Young Experts,2010: 688-69 [9] 顧冬生,吳剛,吳智深,魏洋.鋼筋混凝土圓柱考慮位移延性的受剪承載力研究,土木工程學報,2010,v 43, n(s1), p 118-123 (EI) [10] 顧冬生,吳剛,吳智深. RC圓柱正截面受彎承載力計算方法研究,建築結構,2010,40(10),97-101. [11] 顧冬生,吳剛,吳智深.地震荷載作用下FRP用量對加固RC圓柱變形能力影響研究,工程抗震與加固改造,2010,32(5),79-84. [12] 丁輝,顧冬生.基于Open Sees的FRP加固RC圓柱拟靜力實驗數值分析,山東農業大學學報,2019,50(2):216-220 獲獎 2014年商業部商業聯合會科技進步獎一等獎(排名第三) |