基本情況
姓 名: |
杜進生 |
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職 務: |
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職 稱: |
教授 |
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學 曆: |
研究生 |
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學 位: |
博士 |
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通信地址: |
伟德这个平台怎么样 土木樓606 |
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郵 編: |
100044 |
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辦公電話: |
51688247 |
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電子郵箱: |
教育背景
本科 東南大學 1989 碩士 東南大學 1992 博士 清華大學 2001 |
工作經曆
1992.4-1997.3 甘肅省交通科學研究所 2002.2-2004.2 香港大學土木工程系
具體研究内容:
基于BIM的長大橋梁設計、建造及運營養護系統開發 耐候鋼橋梁的疲勞和腐蝕 節段預制拼裝混凝土橋梁
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研究方向
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招生專業
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科研項目
主持的項目:
科技部 用基于模型的振動聲發射方法評估預應力混凝土橋梁 歐盟 COST Action 534 New Materials and System for Prestressed Concrete Structures 清華大學結構實驗室基金 改進碳纖維配筋混凝土梁延性和可變形性的試驗研究 陝西省交通廳 基于高墩大跨連續剛構群的施工誤差随機性及其耦合作用機理研究 陝西省交通廳 混凝土橋梁拆除技術與廢料再生利用試驗研究 陝西省交通廳 預應力加固混凝土橋梁關鍵技術研究 江蘇省交通廳 系杆拱橋安全監測與評估方法研究 甘肅省交通廳 泾河高墩多跨連續剛構橋的安全性和穩定性研究 甘肅省交通廳 西秦嶺特長隧道雙洞互補式網絡通風關鍵技術及應用研究 甘肅省交通廳 排水性瀝青混凝土橋面鋪裝的研究及應用 甘肅省交通廳 雷西高速公路瀝青混凝土橋面鋪裝施工控制關鍵技術研究 成都鐵路局 寶成鐵路涵洞病害分析及加固措施研究 中交建設集團 大跨徑預應力混凝土梁式橋施工期間地震及洪水影響風險分析研究 中交建設集團 體外預應力混凝土橋梁的強度和延性 工程建設标準化協會 既有混凝土結構鑽切技術規程 技術服務項目 天水市秦州區斜拉橋施工控制 潮白河大橋施工控制 潮白河大橋運營健康監測系統 通神溝大橋和小花溝大橋靜、動力及穩定分析 嘉紹大橋專用施工技術規範
參加的項目:
香港研究資助局基金 Full-range behaviour of concrete bridges with corrugated steel webs and external prestressing 香港研究資助局基金 Performance of insitu concrete stitches in precast segmental bridge construction 香港研究資助局基金 Ductility and deformability of high-strength concrete beams partially prestressed with conventional and non-conventional unbonded tendons 科技部 橋梁參數化、智能化集成設計繪圖系統 科技部 多塔連跨懸索結構分析軟件系統集成 國家自然科學基金 波形腹闆箱梁長期性能研究 國家自然科學基金 預制節段拼裝波形鋼腹闆RPC箱梁抗彎性能研究 國家自然科學基金 高大模闆支撐體系的防錯機理和對策研究 國家自然科學基金 考慮多種人為過失的高大模闆支架混凝土澆注期可靠性分析及安 全控制對策 建設部 高大模闆支架澆注期的穩定性研究 建設部 超高模闆支架的安全性研究 建設部 冷拌用瀝青再生劑标準 交通部 公路橋梁加固設計規範 商務部 廢混凝土再生技術規範 商務部 循環再生建築材料流通技術規範 |
教學工作
城市橋梁;混凝土橋設計;鋼筋混凝土非線性分析;土木工程專業英語 |
論文/期刊
79 Song YY, Wang J, Du JS. Experimental Study on Seismic Performance of Partially Corroded Squat RC Shear Walls in Coastal Environment. Buildings , 2024, 14, 404. 78 Liu S, Su H, Xu J, Zhou ZB, Hao HL, Wei LY, Du JS. Experimental study on tensile properties of HDPE sheath for parallel wire suspender after photo-oxidative aging, Construction and Building Materials, 2024, 416: 135304. 77 Wang J, Yuan YY, Song YY, Wang ZT, Du JS, Su H. Cracking characteristics and axial capacity degradation of precast segmental bridge piers connected with corroded tapered sleeve locking-type splicing. Structures, 65, 2024, 106740.
76 Liu S,Su H, Li Q, Zhou ZB,Hao HL, Wei LY, Du JS. Study on axial response of semi-parallel wire suspender with spherical plain bearings. Journal of Constructional Steel Research, 2024, 212: 108315.
75 Wang J, Wang ZT, Du JS. Corrosion characteristics of tapered sleeve locking-type splicing reinforcement in precast segmental bridge piers[J]. Structures, 2023, 48: 1907-1919. (SCI)
74 Wang SQ, Du JS, Su H. Low-Cost Assessment Method for Existing Adjacent Beam Bridges. Applied Sciences. 2022, 12(21): 11304,https://doi.org/10.3390/app122111304.
73 Su H, Wang J, Du JS. Fatigue Life Assessment of Key Fatigue Details of the Corroded Weathering-Steel Anchor Boxes of a Cable-Stayed Bridge. Applied Sciences. 2022, 12(11): 5379. https://doi.org/10.3390/app12115379. 72 蘇翰,趙力國,吳建明,杜進生. 腐蝕Q345qDNH耐候鋼對接焊縫疲勞性能研究. 建築結構學報, 2021, 42(S2): 473-481. (EI) 71 Wang SQ, Zhang LY, Su H, Du JS. Time-dependent robustness-based condition assessment of RC bridges subjected to corrosion. 2021, Structures, 34: 4500-4510. (SCI, EI) 70 馮建祥,呂思忠,杜進生.考慮腹闆剪切變形及滑移的波形鋼腹闆梁理論模型. 建築結構學報, 2020, 41 (S1): 355-363. (EI) 69 王健, 韋錦帆, 杜進生, 李雅娟, 牛宏. 再生混凝土梁與普通混凝土梁的受力性能等效方法研究. 建築結構學報, 2020, 41(S1): 256-264. (EI) 68 王健, 嚴蕤, 蘇瀚, 杜進生, 李雅娟, 牛宏. 靜載與鋼筋鏽蝕共同作用對再生混凝土梁受彎性能影響. 建築結構學報, 2020, 41(S1): 238-246.( EI) 67 Wang J, Su H, Du JS. Corrosion characteristics of steel bars embedded in recycled concrete beams under static loads. ASCE, Journal of Materials in Civil Engineering, 2020, 32(9): 04020263. (SCI) 66 Su H, Wang J, Du JS. Fatigue behavior of uncorroded butt welded joints made of bridge weathering steel. Structures, 2020, 24: 377-385.(SCI, EI) 65 Su H, Wang J, Du JS. Fatigue behavior of corroded non-load-carrying bridge weathering steel Q345qDNH fillet welded joints . Structures, 2020, 26: 859-869. (SCI, EI) 64 Wang J, Ng PL, Su H, Du JS. Influence of the coupled time and concrete stress effects on instantaneous chloride diffusion coefficient. Construction and Building Materials, 2020, 237: 117645. (SCI, EI)63 Su H, Wang J, Du JS. Fatigue behavior of uncorroded non-load-carrying bridge weathering steel Q345qDNH fillet welded joints. Journal of Constructional Steel Research, 2020, 164: 105789. (SCI, EI) 62 Su H,, Wang J, Du. JS Experimental and numerical study of fatigue behavior of bridge weathering steel Q345qDNH[J]. Journal of Constructional Steel Research, 2019, 161: 86-97. (SCI, EI) 61 Wang J, Ng PL, Su H, Chen J, Du JS. Effect of concrete stress states on carbonation depth of concrete. Journal of Civil Engineering and Management, 2019, 25(6): 518-530. https://doi.org/10.3846/jcem.2019.10398 (SCI, EI) 60 Wang J, Ng PL, Su H, Du JS. Meso-scale modelling of stress effect on chloride diffusion in concrete using three-phase composite sphere model. Materials and Structures, 2019, 52:55. (SCI, EI)59 杜進生,王健,韋錦帆,李雅娟,牛宏. 再生混凝土梁開裂彎矩與抗彎剛度計算方法. 中國公路學報,2019,32 (3): 93-100. (EI) 58 杜進生,張天能,周赤偉. 基于二階泰勒級數展開和風驅動優化算法的結構有限元模型修正. 建築結構學報,2019, 40 (2): 206-214. (EI) 57 王健, NG PL, 蘇瀚,杜進生. 混凝土應力狀态對碳化深度的影響. 建築結構學報,2018, 39 (S1): 397-404. (EI) 56 Wang J, Su H, Du JS. Influence of coupled effects between flexural tensile stress and carbonation time on the carbonation depth of concrete. Construction and Building Materials 190 (2018) 439 - 451. (SCI, EI) 55 杜進生, 劉玲, 馮威, 許冰. 基于裂縫寬度的部分預應力混凝土梁設計方法. 交通運輸工程學報, 2018, 18 (2): 23-30. (EI) 54 Yuan ZY, Ng PL, Bacinskas D, Du JS. Analysis of non-uniform shrinkage effect in box girder sections for long-span continuous rigid frame bridge. The Baltic Journal of Road and Bridge Engineering, 2018, 13(2): 146-155. (SCI, EI)
53 袁卓亞, 陳炫佑, 王衛山, 王旭, 杜進生. 基于随機響應面的連續剛構橋主梁撓度控制可靠度分析. 公路, 2017,(8): 101-106. 52 Wang J, Ng PL, Wang WS, Du JS and Song JY. Modelling chloride diffusion in concrete with influence of concrete stress state. Journal of Civil Engineering and Management, 2017, 23(7): 955-965. (SCI, EI)
51 杜進生, 馮建祥, 邊曉龍, 吳沛林, 徐強, 宋建永. 波紋鋼腹闆體外預應力混凝土箱梁塑性鉸長度研究. 中國公路學報, 2017, 30 (5): 67-73. (EI) 中英雙語 http://jtp.cnki.net/bilingual/detail/html/ZGGL201705009. 49 Wang SQ, Du JS. A Framework of BIM-Based Bridge Health Monitoring System. Advances in Engineering Research, 2016: 495-500. 48 Feng JX, Zhang SF, Du JS. PFC2D numerical simulation study of interfaces characteristics for prestressed anchor cable under cyclic loading Key Engineering Materials, 2014, Vol. 629-630: 579-583. 47 杜進生, 區達光. UPPC梁的開裂截面慣性矩及撓度計算研究工程力學, 2014, 31(2): 170-176. 46 杜進生, 趙益鵬. 體外預應力混凝土連續梁的彎矩重分布試驗研究. 工程力學, 2013, 30(3): 263-269. 45 徐強, 杜進生, 張勁泉. 活性粉末混凝土受壓力學性能試驗.公路交通科技. 2011,28(7): 8-13. 44 杜進生, 趙剛, 趙永國, 惠小榮. 橋梁加寬中新舊橋面撓度差的控制. 長安大學學報(自然科學版), 2011, 31(4): 58-62/76. 43 杜進生,康景亮,羅小峰. 考慮施工缺陷和初始偏心的高墩穩定性分析. 工程力學, 2011 28(Sup 1): 115-118/124. 42 Du JS, Yang D, Ng PL and Au FTK. Response of concrete beams partially prestressed with external unbonded carbon fiber-reinforced polymer tendons. Advanced Materials Research, 2011, Vol. 150-151: 344-349,Advances in Composites. 41 Du JS, Ng PL, Chen JJ and Fung WWS. Enhancing the built environment by green roofs. Advanced Materials Research, 2011, Vol. 150-151: 267-273, Advances in Composites. 40 喬美麗, 杜進生, 王開健. 大跨連續剛構橋施工期間地震風險分析. 公路交通科技, 2010, 27(11): 78-82. 39 杜進生,區達光,體外預應力筋的極限應力—建議公式及試驗驗證,工程力學, 2010, 27(11):154-159. 38 杜進生,區達光,體外預應力筋的極限應力—既有典型計算方法評述,工程力學, 2010, 27(9): 63-68. 37 Du JS and Au FTK. Estimation of ultimate stress in external FRP tendons. Proceedings of the Institution of Civil Engineers,Structures and Buildings,2009,162(3): 213-220. (SCI/ EI) 36 Au FTK, Chan EKH, Kwan AKH, Du JS. Flexural ductility of prestressed concrete beams with unbonded tendons. Computers and Concrete, 2009, 6(6): 451-472.(SCI/ EI) 35 Du JS, Au FTK, Cheung YK and Kuan AKH. Ductility analysis of prestressed concrete beams with unbonded tendons. Engineering Structures, 2008,30(1):13-21.(SCI,EI) 34 Du JS and Lu PY. On the stress in unbonded tendons at ultimate: critical assessment and proposed changes (Discussion). ACI Structural Journal, 2007, 104(5):641-642.(SCI,EI) 33 Du JS and Wang XJ. Flexural behavior of two-span continuous prestressed concrete girders with highly eccentric external tendons (Discussion).ACI Structural Journal,2006,103(2):308-309.(SCI,EI) 32 Du JS,Lu WL and Ji WY. Stress in the external tendons at ultimate (Discussion). ACI Structural Journal,2006,103(1): 149-154.(SCI,EI) 31 Du JS and Chang XL. Ductility of partially prestressed concrete beam. Key Engineering Materials,2006,Vol.302-303,pp.720-724. (SCI,EI) 30 Du JS,Au FTK,Cheung YK. Deterministic and reliability analysis of prestressed concrete bridge girders: comparison of the Chinese,Hong Kong and AASHTO LRFD Code Structural Safety,2005,27(3): 230-245.(SCI,EI) 29 Du JS and Liu XL. Strengthening by Means of External Prestressing. (Discussion), Journal of Bridge Engineering,ASCE,2001,6(2):155-156. 28 Au FTK and Du JS. Deformability of concrete beams with unbonded FRP tendons, Engineering Structures 2008,30(12): 3764-3770. (SCI,EI) 27 Au FTK,Du JS and Cheung YK. Service load analysis of unbonded partially prestressed concrete,Magazine of Concrete Research,2005,57(4):199-209. (SCI,EI) 26 Au FTK and Du JS. Prediction of ultimate stress in unbonded prestressing tendons, Magazine of Concrete Research,2004,56(1):1-11. (SCI,EI) 25 Au FTK and Du JS. Partially prestressed concrete, Progress in Structural Engineering and Materials, 2004,6(2):127-135. 24 劉士林, 汪晶, 杜進生. 對美國橋梁規範“體外預應力筋極限應力計算公式”的改進意見,公路,2008年第7期,170-176. 23 王學軍, 杜進生, 吳沛林. 高速公路橋梁拓寬中幾個問題的讨論,公路,2008年第7期,176-181. 22 王學軍, 杜進生. FRP部分預應力混凝土梁受力全過程數值分析, 公路交通科技,2008,Vol.25, No.11, pp 97-100. 21 杜進生, 汪晶, 趙益鵬.劉士林. 碳纖維(CFRP)體外預應力混凝土梁的試驗研究,公路,2008年第9期 20 魯平印, 汪晶, 杜進生. 體外預應力混凝土橋梁的發展曆程,公路,2008年第9期 19 杜進生, 趙益鵬. 無粘結部分預應力混凝土梁的受力性能分析,公路交通科技 2008,25(3): 60-64. 18 劉士林, 杜進生. 工程設計中體外預應力極限應力取值建議,預應力技術, 2006, No.3, 10-13. 17 杜進生, 盧文良, 季文玉. 混凝土橋體外預應力加固梁的抗彎強度設計, 市政技術, 2005, Vol.23, No.z1, 70-72. 16 盧文良, 季文玉, 杜進生. 某既有鐵路混凝土橋現場檢定試驗, 市政技術, 2005, Vol.23, No.z1, P.53-55. 15 常學亮,汪晶,杜進生. 碳纖維預應力混凝土梁橋發展動向及其設計要點, 公路, 2005, No.8, 58-63. 14 杜進生,劉西拉. 基于結構變形的無粘結預應力筋應力變化研究,土木工程學報,2003, Vol.36, No.8, 12-19. 13 杜進生,劉西拉. 無粘結預應力混凝土構件的可靠度分析,建築結構學報, 2002, Vol.31, No.1, 68-74. (EI 檢索) 12 杜進生,劉西拉:無粘結部分預應力混凝土受彎構件設計方法. 公路交通科技,2001, Vol.18, No.1, 36-38. (EI 檢索) 11 杜進生,劉西拉. 無粘結部分預應力混凝土梁的撓度、裂縫寬度計算. 中國公路學報,2000, Vol.13, No.4, 70-73. 10 杜進生,劉西拉. 體外及無粘結預應力筋極限應力研究進展. 公路交通科技,2000, Vol.17, No.6, 41-43. 9 杜進生, 秦權,劉西拉. 分析結構變異反應及結構可靠度的工具-随機有限元. 公路交通科技,1999, Vol.16, No.3, 30-35. 8 杜進生, 秦權,劉西拉. 系統可靠度及其在橋梁工程中的應用前景.公路交通科技,1999, Vol.16, No.4, 21-24 . 7 杜進生,劉西拉. 無粘結預應力混凝土結構的鏽蝕-謬論、錯誤觀點及事實. 國外橋梁,1999,No.3, 71-74. 6 杜進生,賴國麟. 使用荷載下無粘結部分預應力混凝土梁的應力分析, 土木工程學報,1998, Vol.31, No.1, 71-75. 5 杜進生,賴國麟. 無粘結部分預應力混凝土受彎構件正截面抗彎強度計算方法的研究. 橋梁建設, 1997, No.3, 13-15 4 常學亮,杜進生. 無腹筋RC梁抗剪強度的解析公式,華東公路,1994, No.4, 26-30. 3 杜進生,賴國麟. 無粘結預應力混凝土受彎構件的數值分析,華東公路,1992, No.5, 3-7. 2 杜進生,賴國麟. Esker跨線橋的設計與施工,國外公路,1992, No.5, 10-21. 1 杜進生,葉見曙,賴國麟. 體外預應力加固梁橋後的抗彎強度計算,華東公路,1991, No.4, 12-21. 會議論文
27 Ng PL, Du JS, Zhao YP, Lee DH. Experimental investigation of moment redistribution in prestressed concrete continuous girders with external tendons. The 2020 World Congress on The 2020 Structures Congress (Structures20) 25-28, August, 2020, GECE, Seoul, Korea. 26 Ng PL, Du JS and Zheng H. Dynamic analysis of continuous multi-span bridge structure under the effect of travelling seismic waves, edited by Hao H and Zhang CW, Mechanics of Structures and Materials: Advancements and Challenges, Proceedings of the 24th Australasian Conference on the Mechanics of Structures and Materials, Perth, Australia, 2016, pp.1669-1674.
25 Ng PL, Du JS, Luo XF and Au FTK.Hydration temperature rise and thermal stresses induced in segment-on-pier of prestressed concrete box girder bridge. Edited by Fernando D, Teng JG and Torero JL, Proceedings of the Second International Conference on Performance-based and Life-cycle Structural Engineering, Brisbane, Australia, 2015, pp.679-688. 24 陳勁超 杜進生. 高速公路匝道橋支座脫空與抗傾覆能力計算分析. 第23屆全國結構工程學術會議論文集, 2014年10月, 蘭州, pp. 336-340. 23 Liu L, Wang SQ, Du JS. Design of PPC Beams According to Crack Width Regulations in Chinese Code GB50010. Construction and Maintenance of Railway Infrastructure in Complex Environment. The 3rd International Conference on Railway Engineering Beijing, August 2014, pp: 630-634. 22 杜進生,康景亮,羅小峰. 考慮施工缺陷和初始偏心的高墩穩定性分析. 第19屆全國結構工程學術會議, 2010年10月,山東,濟南. 21 劉海彬,杜進生,羅小峰. 泾河大橋合攏内力和變形分析. 第19屆全國結構工程學術會議, 2010年10月,山東,濟南. 20 羅小峰,杜進生,劉海彬. 小花溝高墩連續剛構橋的穩定和抗震分析. 第19屆全國結構工程學術會議, 2010年10月,山東,濟南. 19 Du JS, Wang Chen, Qiao ML, Chang XL and Chen HB. Flexural behavior of concrete beams reinforced by CFRP bars, Proceedings of International Conference on Mechanic Automation and Control Engineering, Wuhan, China , June 26-28, 2010, pp. 1060-1063. 18 Liu HB, Du JS, Chang XL and Tan YP. Closure schemes of multi-span continuous rigid frame bridges, Proceedings of International Conference on Mechanic Automation and Control Engineering, Wuhan, China , June 26-28, 2010, pp. 780-783. 17 Hui XR, Du JS, et al. Measures for Reducing Deformation Between Existing and New Decks in Bridge Widening Construction under Traffic Load, Proceedings of International Conference on Mechanic Automation and Control Engineering, Wuhan, China , June 26-28, 2010, pp. 843-846. 16 Luo XF, Du JS, Chang XL, Tan YP. Nonlinear stability analysis of Jing River bridge, Proceedings of International Conference on Mechanic Automation and Control Engineering, Wuhan, China , June 26-28, 2010, pp. 1279-1282. 15 Du JS, Xiang XY, Mosallam A. Analysis of shrinkage and creep effects on the widening of highway bridges, Proceedings of Shanghai International Conference on Technology of Architecture and Structure (ICTAS 2009), Shanghai, China, October 15-17, 2009, pp.425-431. 14 Ng PL, Kwan AKH, Fung WWS and Du JS. Prediction of concrete creep by multi-layer visco-elastic model, Edited by Au FTK., Proceedings of the 7th International Conference on Tall Buildings, 28-30 October,Hong Kong, 2009, pp.677-688. 13 Ayman S. Mosallam, Medhat Khorshid, Ibrahim Eldemirdash, Jinsheng Du. The use of recycled and hybrid environmentally friendly composite materials, Proceedings of fiber reinforced polymer (FRP) composites for infrastructure applications conference, November 4-6, 2009, San Francisco California, USA. 12 Szymon Gontarz, Stanislaw Radkowski, Jin-Sheng Du. Use of passive magnetic method for stress assessment. The Proceedings of 2009 8th International Conference on Reliability, Maintainability and Safety (ICRMS’2009), July 20-24, 2009, Chengdu, China. 11 Du JS and Liu XL. Experimental Study of RC Continuous Beams Strengthened by External Prestressing, Innovation and sustainability of Modern Railway, Proceedings of ISMR’ 2008, Edited by Lei Xiaoyan, China Railway Publishing House, 2008 pp. 221-227. 10 Du JS, Xiang XY, Ng PL and Au FTK. Structural safety of prestressed concrete girder designed to the new Chinese Bridge Code, Proceedings of the 3rd World Congress on Engineering Asset Management and Intelligent Maintenance Systems Conference, October 27-30, 2008, Beijing China. pp 430-435. Editors:Gao Jinji, Jay Lee, Jun Ni, Lin Ma and Joseph Mathew. 9 Du JS, Ng PL and Au FTK. Highway bridge widening: structural considerations and research needs, Proceedings of the 3rd World Congress on Engineering Asset Management and Intelligent Maintenance Systems Conference, October 27-30, 2008, Beijing China. pp 436-441. Editors: Gao Jinji, Jay Lee, Jun Ni, Lin Ma and Joseph Mathew. 8 Du JS and Au FTK. Deformability for prestressed concrete members with unbonded FRP tendons. Second International Conference on Structural Condition Assessment, Monitoring and Improvement (SCAMI-2),Nov.19-21,2007,Changsha,China.pp 1113-1117. 7 Du JS, Lu WL and Ji WY. Comparison of Prestressed Concrete Bridge Girders Designed by Three Different Codes, Proceedings of the 4th International Symposium on Safety Science and Technology, Shang Hai China, 2004 Oct.25-28, pp.899-904. (EI, ISTP). 6 Ng PL, Lam JYK, Du JS, Su RKL and Fung WWS, Adaptive constrained mesh refinement for planar finite element analysis. Edited by Choi CK, The Proceedings of 4th International Conference on Advances in Structural Engineering and Mechanics, Jeju, Korea, 2008, pp.3085-3097. 5 Au FTK,Du JS and Cheung YK, Full-range Analysis of Unbonded Partially Prestressed Concrete Members, Developments in Mechanics of Structures and Materials, Proceedings of the 18th Australasian Conference on the Mechanics of Structures and Materials (Ed. A.J. Deeks and H.Hao),Perth,Australia,1-3 December 2004,Vol.2, pp.725-730. 4 杜進生, Francis TK Au, 劉士林. FRP 體外預應力筋極限應力計算方法研究,第十八屆全國橋梁學術會議論文集,2008年5月,天津. 3 杜進生, 王晨, 趙磊, 趙益鵬. 碳纖維體外預應力混凝土梁的試驗研究,全國既有橋梁加固、改造與評價學術會議論文集,2008年11月,南京. 2 杜進生,劉西拉. 無粘結部分預應力混凝土梁的試驗研究. 第六屆全國混凝土結構基本理論及工程應用學術會議,2000年10月18~20日,上海,同濟大學. 1 劉西拉,杜進生. 從體外預應力加固技術看混凝土結構研究思想的變化. 建築物鑒定與加固改造, 第五屆學術讨論會論文集,汕頭: 汕頭大學出版社,2000, 7-14. |
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專利
發明專利
5 基于截面不均勻收縮效應的主梁撓曲變形預測方法. 發明專利. 專利号:ZL 201510422373.2 4 基于等效原理的PC箱梁截面不均勻收縮效應确定方法. 發明專利. 專利号:ZL 201510419952.1 3 一種連續剛構橋合攏段頂推系統及頂推糾偏方法. 發明專利.專利号:ZL 201610351824.2 2 一種連續剛構橋合攏段頂推用頂闆頂推體系及其施工方法. 發明專利. 專利号:ZL 201610352627.2 1 一種橋梁無縫化伸縮裝置及其施工方法 CN104594190B實用新型專利 4 梁端與橋台間的拱形鋼筋加勁型無縫化伸縮裝置 CN204475161U 3 一種橋台處隐式伸縮縫構造 CN204475159U 2 基于波形鋼闆的橋面無縫化伸縮裝置 CN204475160U 1 基于加勁型跨縫闆的橋面無縫化伸縮裝置 CN204475162U |
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1 系杆拱橋安全評價系統V1.0, 登記号:2011SRBJ2340. 2 碳纖維無粘結預應力混凝土梁非線性分析軟件V1.0,登記号:2011SRBJ2459. 3 基于二階泰勒展開式和風驅動優化算法的有限元模型修正分析軟件V1.0 登記号: 2018SRBJ0347 |
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10 陝西省科技進步二等獎 2019 9 山東省科技進步二等獎 2017 8 江西省科技進步二等獎 2013 7 中國公路學會科技三等獎 20136 鎮江市科技進步二等獎 2012 5 中國交通建設集團科技進步二等獎 2010 4 陝西省科技進步二等獎 2008 3 第五屆歐維姆優秀預應力論文獎三等獎 2015 2 第四屆歐維姆優秀預應力論文獎二等獎 2012 1 第三屆歐維姆優秀預應力論文獎一等獎 2009 |
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