上海市科技進(jìn)步獎一等獎，排名第二，2018年天津市科學(xué)技術(shù)進(jìn)步一等獎，2018年江西省科學(xué)技術(shù)進(jìn)步獎一等獎，2018年恢先地震工程學(xué)優(yōu)秀學(xué)術(shù)會議論文獎，2018年中國交建科學(xué)技術(shù)進(jìn)步獎一等獎，2017年中國公路學(xué)會科學(xué)技術(shù)獎一等獎，2017年中國鐵路工程總公司科學(xué)技術(shù)獎特等獎，2017年上海市“青年科技啟明星”，2016年上海市土木工程學(xué)會科學(xué)技術(shù)獎一等獎，2016年上海市科技進(jìn)步獎三等獎，2016年韓國龍土木建筑獎二等獎，2016年2017屆本科生”我最喜愛的老師“稱號，2017年同濟(jì)大學(xué)青年教師講課競賽個人二等獎，2015年同濟(jì)大學(xué)青年教師講課競賽團(tuán)體二等獎，2015年同濟(jì)大學(xué)青年教師講課競賽個人三等獎，2014年同濟(jì)大學(xué)青年教師講課競賽“最佳教學(xué)設(shè)計獎”，2014年同濟(jì)大學(xué)青年教師講課競賽團(tuán)體一等獎，2014年上海市“晨光學(xué)者”，2014年同濟(jì)大學(xué)青年英才計劃，2014年同濟(jì)大學(xué)青年優(yōu)秀人才培養(yǎng)行動計劃（交叉學(xué)科），2013年

國家自然科學(xué)基金（優(yōu)秀青年科學(xué)基金項目），隧道區(qū)域環(huán)境的地震動空間效應(yīng)，項目負(fù)責(zé)國家自然科學(xué)基金（面上項目），盾構(gòu)隧道強震災(zāi)變的宏-細(xì)觀并發(fā)多尺度方法，項目負(fù)責(zé)國家自然科學(xué)基金（青年基金），非一致地震激勵下長隧道多尺度動力分析方法，項目負(fù)責(zé)上海市青年科技啟明星計劃，城市地下大空間抗震安全評估體系與應(yīng)急保障技術(shù)，項目負(fù)責(zé)上海市晨光計劃，地下工程中的離散-連續(xù)多尺度動力耦合分析方法，項目負(fù)責(zé)上海市科委重點支撐項目課題，道路隧道預(yù)制裝配式結(jié)構(gòu)的抗震安全性與減震控制技術(shù)，項目負(fù)責(zé)上海市科委重點支撐項目課題，地下大空間火災(zāi)與地震安全防控及疏散技術(shù)，項目聯(lián)系人土木工程高峰學(xué)科國際一流科研合作基金，長大隧道地震災(zāi)變機理與減震控制方法研究，項目負(fù)責(zé)中央高校基本科研業(yè)務(wù)費專項資金-學(xué)科交叉類滾動資助項目，地下結(jié)構(gòu)并發(fā)多尺度動力分析方法，項目負(fù)責(zé)中央高�；�本科研業(yè)務(wù)費專項資金（學(xué)科交叉類），長大隧道強震災(zāi)變的宏-細(xì)-微觀多尺度關(guān)聯(lián)模型及高效算法，項目負(fù)責(zé)深部巖土力學(xué)與地下工程國家重點實驗室開放基金課題，深厚軟基長大隧道強震災(zāi)變機理研究，項目負(fù)責(zé)同濟(jì)大學(xué)優(yōu)秀青年教師培育計劃（英才類），地下結(jié)構(gòu)并發(fā)多尺度動力分析方法，項目負(fù)責(zé)中國博士后科學(xué)基金資助項目（一等資助），基于宏觀力學(xué)模型的沉管隧道接頭抗震性能分析，項目負(fù)責(zé)上海市科委重點支撐項目子課題，長大盾構(gòu)隧道抗震安全控制技術(shù)，項目聯(lián)系人國家科技重大專項課題子課題，CAP1400主廠房土-結(jié)構(gòu)共同作用抗震性能分析，項目聯(lián)系人國家“十二五”科技支撐計劃，地鐵運營突發(fā)災(zāi)害（火災(zāi)、爆炸和地震）防范處置技術(shù)與裝置研發(fā)，主要完成人國家“十一五”科技支撐計劃，外海厚軟基大回淤超長沉管隧道設(shè)計與施工關(guān)鍵技術(shù)，主要完成人國家“十一五”科技支撐計劃，城市地下空間防災(zāi)減災(zāi)技術(shù)，主要完成人上海市科委重點課題，城市地下工程敏感區(qū)的結(jié)構(gòu)抗爆安全與防護(hù)技術(shù)，主要完成人

已在國內(nèi)外學(xué)術(shù)刊物發(fā)表科研論文144篇，其中以第一或通訊作者發(fā)表SCI論文35篇，ESI高被引論文4篇（其中ESI Hot熱點1篇），EI論文40篇，總引用873次，H指數(shù)15。

部分代表性學(xué)術(shù)論文：

Chen J.T.,Yu H.T.*, Bobet A., Yuan Y. Shaking table tests of transition tunnel connecting TBM and drill-and-blast tunnels.Tunnelling and Underground Space Technology, 2020, 96: 103197.(SCI) IF: 3.942Yu H.T., Cai C., Bobet A., Zhao X.*, Yuan Y. Analytical solution for longitudinal bending stiffness of shield tunnels.Tunnelling and Underground Space Technology, 2019, 83: 27-34.(SCI) IF: 3.942 ESI高被引論文（熱點）Zhang J.H., Yuan Y.*, Bao Z.,Yu H.T.*Bilotta E. Shaking table tests on the intersection of cross passage and twin tunnels.Soil Dynamics and Earthquake Engineering, 2019, 124: 136-150.(SCI)IF：2.578Zhao H.L., Yuan Y.*, Ye Z.M.,Yu H.T.*, Zhang Z.M. Response characteristics of an atrium subway station subjected to bidirectional ground shaking.Soil Dynamics and Earthquake Engineering, 2019, 125: 105737.(SCI)IF: 2.578.Chen J.T., Yuan Y.*,Yu H.T.*Acceleration response of segmental lined tunnel.Geotechnical Testing Journal, ASTM, 2019. (In Press)(SCI)Zhang J.H., Yuan Y.*,Yu H.T.*Shaking table tests on discrepant responses of shaft-tunnel junction in soft soil under transverse excitations.Soil Dynamics and Earthquake Engineering, 2019, 120: 345-359.(SCI)IF: 2.578.Zhao H.L.,Yu H.T.*, Yuan Y., Li P.*, Chen J.T. Cyclic loading behavior of a repaired subway station after fire exposure.Tunnelling and Underground Space Technology, 2019, 84: 210-217.(SCI) IF: 3.942Lu L.M., Qiu J.N., Yuan Y.*, Tao J.,Yu H.T.,Wang H., Mang H. Large-scale test as the basis of investigating the fire-resistance of underground RC substructures.Engineering Structures, 2019, 178: 12-23.(SCI) IF：3.084Zhang J.H., Yuan Y.*, Bilotta E.*, Zhang B.,Yu H.T.Analytical solution for dynamic responses of the vertical shaft in a shaft-tunnel junction under transverse loads.Soil Dynamics and Earthquake Engineering, 2019, 126: 105779.(SCI)IF：2.578Zhang Z.M., Bilotta E.*, Yuan Y.*,Yu H.T., Zhao H.L. Experimental assessment of the effect of vertical earthquake motion on underground metro station.Applied Sciences, 2019, 9: 5182.(SCI) IF：2.217Yuan Y., Luo J.H.*,Yu H.T.Experimental study on vertical shear behaviors of an immersion joint with steel shear keys.Applied Sciences, 2019, 9: 5056.(SCI) IF: 2.217Yu H.T.*, Zhang Z.W., Chen J.T., Bobet A., Zhao M. Analytical solution for longitudinal seismic response of tunnel liners with sharp stiffness transition.Tunnelling and Underground Space Technology, 2018, 77: 103-114.(SCI) IF: 3.942Yu H.T.*, Yang Y.S. Yuan Y. Analytical solution for a finite Euler-Bernoulli beam with single discontinuity in section under arbitrary dynamic loads.Applied Mathematical Modelling, 2018, 60: 571-580.(SCI)IF: 2.841Yu H.T.*, Yan X., Bobet A., Yuan Y.*, Xu G.P., Su Q.K. Multi-point shaking table test of a long tunnel subjected to non-uniform seismic loadings.Bulletin of Earthquake Engineering, 2018, 16(2): 1041-1059.(SCI)IF:2.406ESI高被引論文Yuan Y.Yu H.T.*, Li C., Yan X. Yuan J.Y. Multi-point shaking table test for long tunnels subjected to non-uniform seismic loadings - Part I: theory and validation.Soil Dynamics and Earthquake Engineering, 2018, 108: 177-186. (SCI) IF: 2.578.ESI高被引論文Yu H.T., Yuan Y.*, Xu G.P., Su Q.K., Yan X., Li C. Multi-point shaking table test for long tunnels subjected to non-uniform seismic loadings - Part II: application to the HZM immersed tunnel,Soil Dynamics and Earthquake Engineering, 2018, 108: 187-195. (SCI) IF: 2.578.ESI高被引論文Li C., Yuan Y.*, He P.F., Yuan J.Y.,Yu H.T.Improved equivalent mass-spring model for seismic response analysis of two-dimensional soil strata.Soil Dynamics and Earthquake Engineering, 2018, 112: 198-202.(SCI) IF：2.578Fabozzi S.*, Bilotta E.,Yu H.T., Yuan Y. Effects of the asynchronism of ground motion on the longitudinal behavior of a circular tunnel.Effects of the asynchronism of ground motion on the longitudinal behavior of a circular tunnel, 2018, 82: 529-541.(SCI) IF：3.942Li C., Yuan J.Y.,Yu H.T., Yuan Y.* Mode-based equivalent multi-degree-of-freedom system for one-dimensional viscoelastic response analysis of layered soil deposit.Earthquake Engineering and Engineering Vibration, 2018, 17(1): 103-124. (SCI)Yu H.T.*, Cai C., Yuan Y., Jia M.C. Analytical Solutions for Euler-Bernoulli Beam on Pasternak Foundation Subjected to Arbitrary Dynamic Loads.International Journal for Numerical and Analytical Methods in Geomechanics, 2017, 41(8): 1125-1137. (SCI)IF: 2.342.Yu H.T.*, Xiao W.H., Yuan Y., Taerwe L. Seismic mitigation for immersion joints: design and validation.Tunnelling and Underground Space Technology, 2017, 67: 39-51. (SCI)IF: 2.192Bao Z., Yuan Y.*,Yu H.T.*. Multi-scale physical model of shield tunnels applied in shaking table test.Soil Dynamics and Earthquake Engineering, 2017, 100: 465-479. (SCI) IF: 1.545.Xiao W.H.,Yu H.T.*, Yuan Y.*, Taerwe L., Xu G.P. Compression-shear behavior of a scaled immersion joint with steel shear keys.Tunnelling and Underground Space Technology, 2017, 70: 76-88.(SCI)IF: 2.192Li C., Yuan J.Y.,Yu H.T., Yuan Y. Mode-based equivalent multi-degree-of-freedom system for one-dimensional viscoelastic response analysis of layered soil deposit.Earthquake Engineering and Engineering Vibration, 2017. (In Press,SCI)Yu H.T., Cai C., Guan X.F., Yuan Y. Analytical solution for long lined tunnels subjected to travelling loads.Tunnelling and Underground Space Technology, 2016, 58: 209-215. (SCI)IF: 2.192Yu H.T., Chen J.T., Bobet A., Yuan Y. Damage observation and assessment of the Longxi tunnel during the Wenchuan earthquake.Tunneling and Underground Space Technology, 2016, 54: 102-116. (SCI)IF: 2.192Yu H.T., Wang Z.B., Yuan Y., Li W.T. Numerical analysis of internal blast effects on underground tunnel in soils.Structure and Infrastructure Engineering, 2016, 12(9): 1090-1105.(SCI)IF: 2.805Yu H.T., Chen J.T., Yuan Y., Zhao X. Seismic damage in mountain tunnels due to the Wenchuan strong earthquake.Journal of Mountain Sciences, 2016, 13(11): 1958-1972. (SCI) IF: 1.017.Bobet A.,Yu H.T.*Full Stress and Displacement Fields for Steel-Lined Deep Pressure Tunnels in Transversely Anisotropic Rock.Tunnelling and Underground Space Technology, 2016, 56: 125-135. (SCI)IF: 2.192Yan X., Yuan J.Y.,Yu H.T.*, Bobet A., Yuan Y. Multi-point Shaking Table test design for long tunnels under non-uniform seismic loading.Tunnelling and Underground Space Technology, 2016, 59: 114-126. (SCI)IF: 2.192Li W.T., Jiang Z.W., Yang Z.H.,Yu H.T.* Effective mechanical properties of self-healing cement matrices with microcapsules.Materials and Design, 2016, 95: 422-430. (SCI)IF: 4.0Guan X.F.,Yu H.T.*, Tian X. A stochastic second-order and two-scale thermo-mechanical model for strength prediction of concrete materials.International Journal for Numerical Methods in Engineering, 2016, 108(8): 885-901. (SCI)IF: 2.162Niu W.J.,Yu H.T.* A new analytic solution to determine internal load of small span suspension bridge.KSCE Journal of Civil Engineering, 2016, 20(4): 1419-1428. (SCI) IF: 0.6Zhao H.L.,Yu H.T.*, Yuan Y., Zhu H.B. Blast mitigation effect of the foamed cement-base sacrificial cladding for tunnel structures.Construction and Building Materials, 2015, 94: 710-718.(SCI) IF: 2.296.Li M.G.,Yu H.T.*, Wang J.H., Xia X.H., Chen J.J. A multiscale coupling approach between discrete element method and finite difference method for dynamic analysis.International Journal for Numerical Methods in Engineering, 2015, 102(1): 1-21. (SCI)IF: 2.162Bobet A.,Yu H.T.*Stress field near the tip of a crack in a poroelastic transversely anisotropic saturated rock.Engineering Fracture Mechanics, 2015, 141: 1-18.(SCI)IF: 2.024.Yan X.,Yu H.T.*, Yuan Y., Yuan J.Y. Multi-point shaking table test of the free field under non-uniform earthquake excitation.Soils and Foundations, 2015, 55(5): 985-1000. (SCI) IF: 1.238Xiao W.H.,Yu H.T., Yuan Y., Taerwe L., Chai R. Compression-bending behavior of a scaled immersion joint.Tunneling and Underground Space Technology, 2015, 49: 426-437. (SCI)IF: 2.192Yu H.T., Yuan Y. Analytical solution for an infinite Euler-Bernoulli beam on a visco-elastic foundation subjected to arbitrary dynamic loads.Journal of Engineering Mechanics, ASCE, 2014, 140(3): 542-551.(SCI) IF: 1.764.Yu H.T., Yuan Y., Yu G.X., Liu X. Evaluation of influence of vibrations generated by blasting construction on an existing tunnel in soft soils.Tunnelling and Underground Space Technology, 2014, 43: 59-66. (SCI)IF: 2.192Chen Z.Y.,Yu H.T., Yuan Y., Full 3D seismic analysis of a long-distance water conveyance tunnel,Structure and Infrastructure Engineering, 2014, 10(1): 128-140. (SCI)IF: 2.805Yu H.T., Yuan Y., Qiao Z.Z., Gu Y., Yang Z.H., Li X.D. Seismic analysis of a long tunnel based on multi-scale method.Engineering Structures, 2013, 49: 572-587.(SCI)IF: 2.258Yu H.T., Yuan Y., Bobet A. Multiscale method for long tunnels subjected to seismic loading,International Journal for Numerical and Analytical Methods in Geomechanics, 2013, 37(4): 374-398.(SCI)IF: 2.342Yu H.T., Yuan Y., Liu X., Li Y.W., Ji S.W. Damages of the Shaohuoping road tunnel near the epicenter,Structure and Infrastructure Engineering, 2013, 9(9): 935-951.(SCI)IF: 2.805Yu H.T.*, Yuan Y., Bobet A. Seismic analysis of long tunnels: a review of simplified and unified methods.Underground Space, 2017, 2: 73-87.Bobet A.,Yu H.T.*Seismic distortions of a deep circular tunnel in elastic slightly anisotropic ground.Underground Space, 2017, 2: 134-147.Yu H.T.*, Wang J.H., Yuan Y. An improved dynamic hysteretic model for soils.Journal of Shanghai Jiaotong University (Science) (English Version), 2013, 18(6): 655-659.禹海濤*, 吳胤翔,涂新斌,張曉陽,李峰. 盾構(gòu)隧道縱向地震響應(yīng)的多尺度分析方法.中國公路學(xué)報, 2019.禹海濤, 張正偉,李攀*,賀維國,趙旭. 土巖變化地層長隧道縱向地震響應(yīng)解析解.巖土工程學(xué)報, 2019, 41(7): 1244-1250.禹海濤, 蕭文浩,趙旭*,袁勇,柴瑞,劉洪洲. 沉管隧道柔性接頭壓縮性能研究.中國公路學(xué)報, 2019, 32(5): 115-122, 180.禹海濤,張正偉,李攀*. 地下結(jié)構(gòu)抗震設(shè)計的改進(jìn)等效反應(yīng)加速度法.巖土力學(xué), 2019.禹海濤*,蔡創(chuàng).任意動載作用下長隧道縱向響應(yīng)解析解.同濟(jì)大學(xué)學(xué)報(自然科學(xué)版), 2018, 46(1): 1-6.禹海濤*, 袁勇. 長大隧道地震響應(yīng)分析與試驗方法新進(jìn)展.中國公路學(xué)報, 2018, 31(10): 19-35.禹海濤,張敬華,袁勇*,季倩倩. 盾構(gòu)隧道-工作井復(fù)雜節(jié)點振動臺試驗設(shè)計與分析.中國公路學(xué)報, 2017, 30(8): 183-192.袁勇,包蓁,禹海濤*, 季倩倩. 考慮行波效應(yīng)的盾構(gòu)隧道多點振動臺試驗研究.中國公路學(xué)報, 2017, 30(8): 174-182.袁勇,禹海濤*,蕭文浩,徐國平,蔣至彥.沉管隧道管節(jié)接頭混凝土剪力鍵壓剪破壞試驗研究.工程力學(xué), 2017, 34(3): 149-154.袁勇,禹海濤*,燕曉,徐國平,蘇權(quán)科. 超長沉管隧道多點振動臺試驗?zāi)�擬與分析.中國公路學(xué)報, 2016, 29(12): 157-165.禹海濤*,蕭文浩,袁勇,劉洪洲,蔣至彥.沉管隧道接頭減震耗能裝置設(shè)計與試驗驗證. 中國公路學(xué)報, 2016, 29(12): 142-148.禹海濤*,李翀,袁勇,柴瑞,劉洪洲. 用于長隧道多點振動臺試驗的節(jié)段式模型箱及其適用性研究. 中國公路學(xué)報, 2016, 29(12): 166-174.禹海濤*,蕭文浩,袁勇,蘇權(quán)科,徐國平.沉管隧道接頭與管節(jié)本體剛度比試驗.中國公路學(xué)報, 2016, 29(12): 134-141.禹海濤*,張敬華,季倩倩,袁勇,劉小方,左鋒.基于3D打印技術(shù)的盾構(gòu)隧道模型設(shè)計與制作. 鐵道科學(xué)與工程學(xué)報, 2017.燕曉,禹海濤*,袁勇,袁聚云.沉管隧道基槽邊坡振動臺試驗及動力特性.中國公路學(xué)報, 2016, 29(12): 149-156.李明廣,禹海濤*,王建華,袁勇,陳錦劍.離散-連續(xù)多尺度橋域耦合動力分析方法.工程力學(xué), 2015, 32(6): 92-98.袁勇,申中原,禹海濤.沉管隧道縱向地震響應(yīng)分析的多體動力學(xué)方法.工程力學(xué), 2015, 32(5): 76-83.禹海濤,袁勇,劉洪洲,李貞新,陳之毅.沉管隧道接頭力學(xué)模型及剛度解析表達(dá)式.工程力學(xué), 2014, 31(6): 145-150.魯嘉星,禹海濤*,賈堅.軟土地區(qū)地鐵車站橫斷面抗震設(shè)計方法適用性研究.建筑結(jié)構(gòu), 2014, 44(23): 80-84.禹海濤,袁勇,顧玉亮,楊志豪.非一致激勵下長距離輸水隧道地震響應(yīng)分析.水利學(xué)報, 2013, 44(6): 718-725.禹海濤,袁勇.地下結(jié)構(gòu)多尺度動力分析方法,力學(xué)學(xué)報, 2012, 44(6): 1028-1036.禹海濤,袁勇,朱毅敏,王建華, 施工振動下基于黏彈性邊界的地下結(jié)構(gòu)動力特性模擬, 上海交通大學(xué)學(xué)報(自然科學(xué)版), 2012, 46(1): 64-68.禹海濤,袁勇,徐國平,陳越, 超長沉管隧道抗震設(shè)計及其關(guān)鍵問題分析, 上海交通大學(xué)學(xué)報(自然科學(xué)版), 2012, 46(1): 94-98.袁勇,禹海濤,陳之毅.軟土淺埋框架結(jié)構(gòu)抗震計算方法評價.振動與沖擊, 2009, 28(8):50-56.禹海濤,柳獻(xiàn),袁勇,王慶國,程國榮,吳曉峰.地下墻施工爆破對既有隧道的振動測試與分析.爆炸與沖擊, 2009, 29(6): 566-572.

國家自然科學(xué)基金、中國博士后科學(xué)基金等項目評審專家美國普渡大學(xué)博士生Eimar Sandoval博士學(xué)位論文答辯委員會成員（Appointment ID is C10233）The topic of his thesis is: Performance of Underground Structures during Undrained Seismic Loading比利時根特大學(xué)（Ghent University）博士生Wenhao Xiao博士學(xué)位論文答辯委員會成員；The topic of his thesis is: Experimental assessment of the mechanical behavior of immersion joints and a seismic mitigation method in immersed tunnels中國巖石力學(xué)與工程學(xué)會水下隧道工程技術(shù)分會理事中國土木工程學(xué)會隧道及地下工程分會建設(shè)管理與青年工作者專業(yè)委員會會員上海市土木工程學(xué)會會員第六屆土木工程全壽命國際研討會International Association for Life-Cycle Civil Engineering (IALCCE2018)，分會組織者GeoShanghai 2014、GeoShanghai 2018國際會議，組織委員會委員第三屆全國巖土本構(gòu)理論研討會，組織委員會委員第12屆世界計算力學(xué)大會(WCCM XII) & 第6屆亞洲-太平洋計算力學(xué)大會(APCOM VI)，韓國首爾，分會組織者(MS Organizer 編號MS912)：Frontiers of Computational Modeling in Underground Engineering，以及分會主席第27屆亞洲土木工程高校聯(lián)盟會議(27th KKHTCNN)，組織委員會委員、分會主席《Chemistry of Materials》、《Journal of Hazardous Materials》、《International Journal for Numerical Methods in Engineering》、《Engineering Structures》、《Engineering Geology》、《Soils and Foundations》、《Bulletin of Engineering Geology and the Environment》、《Computer Methods in Applied Mechanics and Engineering》、《Acta Geotechnica》、《Acta Mechanica Sinica》、《Tunnelling and Underground Space Technology》、《Structural Concrete》、《Structure and Infrastructure Engineering》、《Advances in Structural Engineering》、《Construction and Building Materials》、《Composites Part B》、《Fatigue & Fracture of Engineering Materials & Structures》、《International Journal of Computational Methods》、《International Journal of Mechanical Sciences 》、《Journal of Hazardous Materials》、《Journal of Mountain Science》、《Rock Mechanics and Rock Engineering》、《Steel and Composite Structures》、《The Arabian Journal for Science and Engineering》、《Journal of Rock Mechanics and Geotechnical Engineering》、《the Proceedings of ICE journal - Structures and Buildings》、《Earthquake Engineering and Engineering Vibration》等國際學(xué)術(shù)期刊審稿人“American Rock Mechanics Association”, “15th Panamerican Conference on Soil Mechanics and Geotechnical Engineering & 8th South American Congress on Rock Mechanics & 6th International Symposium on Deformation Characteristics of Geomaterials”, “GeoShanghai International Conference”等系列國際會議特邀審稿人

禹海濤;張敬華;包蓁;袁勇. 一種用于盾構(gòu)隧道模型試驗的管環(huán)模型設(shè)計方法, 國家發(fā)明專利. （專利號：ZL201610380054.4）禹海濤,蕭文浩,袁勇. 一種用于沉管隧道接頭的減震耗能裝置,實用新型.（專利號：ZL201520116635.8)袁勇,禹海濤,等.一種沉管隧道接頭抗彎剛度的測量方法,國家發(fā)明專利.（專利號：ZL201210421333.2）袁勇,蕭文浩,禹海濤,等. 一種大型門式通用反力架系統(tǒng),實用新型.（專利號：ZL201420008829.1)章勇;郭俊;萬超;余小強;楊銳銳;姚旭朋;禹海濤. 一種用于沉管隧道接頭的預(yù)應(yīng)力限位拉索裝置, 國家發(fā)明專利. （專利號：CN201710022462.7）鄭學(xué)平;李九福;黃小彬;鄒文清;房玲明;姚旭朋;禹海濤. 一種多維多向自平衡加載反力裝置, 國家發(fā)明專利. （專利號：CN201710022391.0）禹海濤,蔡雪松,張正偉,袁勇. 地下結(jié)構(gòu)地震響應(yīng)快速分析方法（S2O）, 軟件著作權(quán), 2017.（登記號：2017SR466807）禹海濤,袁勇. 連續(xù)-離散多尺度動力分析軟件（CDMDAS Version 1.0）, 軟件著作權(quán), 2014. (登記號：2014SR189735)