邵旭東，男，1961年1月生于富陽(yáng)區(qū)，畢業(yè)于湖南大學(xué)，獲工學(xué)博士學(xué)位。現(xiàn)任湖南大學(xué)教授、博士生導(dǎo)師，同時(shí)擔(dān)任湖南大學(xué)道路橋梁系主任、橋梁工程研究所所長(zhǎng)。邵旭東還是湖南省政協(xié)委員、農(nóng)工民主黨湖南省省委委員。在學(xué)術(shù)界，他兼任中國(guó)公路學(xué)會(huì)橋梁和結(jié)構(gòu)工程學(xué)會(huì)理事、中國(guó)工程建設(shè)標(biāo)準(zhǔn)化協(xié)會(huì)橋梁專業(yè)委員會(huì)委員、國(guó)際橋梁與結(jié)構(gòu)工程協(xié)會(huì)會(huì)員、湖南省公路學(xué)會(huì)橋隧學(xué)科分會(huì)副理事長(zhǎng)，以及交通部十百千人才工程第一層次人選、交通部新橋梁規(guī)范專家組成員。
人物經(jīng)歷
工作經(jīng)歷
現(xiàn)任湖南大學(xué)道路橋梁系主任，橋梁工程研究所所長(zhǎng)，湖南省政協(xié)委員，農(nóng)工民主黨湖南省省委委員。兼任中國(guó)公路學(xué)會(huì)橋梁和結(jié)構(gòu)工程學(xué)會(huì)理事，中國(guó)工程建設(shè)標(biāo)準(zhǔn)化協(xié)會(huì)橋梁專業(yè)委員會(huì)委員，國(guó)際橋梁與結(jié)構(gòu)工程協(xié)會(huì) (IABSE) 會(huì)員，湖南省公路學(xué)會(huì)橋隧學(xué)科分會(huì)副理事長(zhǎng)，交通部十百千人才工程第一層次人選，交通部新橋梁規(guī)范專家組成員。
主要成就
科研成就
1、二次預(yù)應(yīng)力組合梁基本性能及應(yīng)用于高速鐵路橋梁的研究，國(guó)家自然科學(xué)基金項(xiàng)目。
2、正交異性鋼板－薄層活性粉末混凝土新型組合橋面結(jié)構(gòu)研究，國(guó)家自然科學(xué)基金項(xiàng)目。
3、適用于鋼橋面的新型組合結(jié)構(gòu)及其設(shè)計(jì)方法研究，交通運(yùn)輸部科技項(xiàng)目。
4、無(wú)縫化技術(shù)在西部地區(qū)中小跨徑橋梁上的應(yīng)用研究，交通運(yùn)輸部科技項(xiàng)目。
5、鋼構(gòu)橋的高性能輕型組合橋面結(jié)構(gòu)，交通運(yùn)輸部重大科技專項(xiàng)子課題。
6、全無(wú)縫橋梁受力機(jī)理與臺(tái)后裂縫處治對(duì)策研究，教育部博士點(diǎn)基金項(xiàng)目。
7、大跨自錨式懸索橋的穩(wěn)定性及錨固區(qū)應(yīng)力傳遞研究，長(zhǎng)沙市環(huán)線建設(shè)指揮部項(xiàng)目。
8、鋼－混凝土組合結(jié)構(gòu)研究，湖南省自然科學(xué)基金項(xiàng)目。
9、長(zhǎng)聯(lián)無(wú)縫橋梁技術(shù)研究，廣西交通廳基金項(xiàng)目。
10、二次預(yù)應(yīng)力組合結(jié)構(gòu)研究，廣東省交通廳基金項(xiàng)目。
11、大跨度桁式懸索橋加勁梁研究，湖南省交通廳基金項(xiàng)目。
12、超高橋墩技術(shù)研究，河南省交通運(yùn)輸廳基金項(xiàng)目。
13、橋梁全壽命優(yōu)化設(shè)計(jì)理論、方法和決策支持系統(tǒng)研究，湖南省交通廳基金項(xiàng)目。
英文論文
1.XudongShao, Hua Zhao, Lifeng Li, “設(shè)計(jì) and Experimental Study of a HarpShapedSingleSpanCable-StayedBridge” ASCE’sJournal of Bridge Engineering.2005 Vol.10, No.3, pp658-665
2.XudongShao, Jianxin Peng, Lifeng Li, Banfu Yan, Jianhua Hu “時(shí)間dependentBehavior of 混凝土Filled Steel Tubular Arch Bridge” ASCE’s Journal of BridgeEngineering.2010 Vol.15, No.1, pp98-107
3.XudongShao, Haolei Wang, Hua Zhao, Ying Chang “Experimental study on Multicantilever Prestressed CompositeBeams with Corrugated Steel Webs” ASCE’s Journal of Structural Engineering. 2010 Vol.136,No.9
4.“Experimental Research on and Application ofTWICEPrestressed 混凝土 Beam”， Advances in Structural Engineering，Vol. 13， No. 2， 2010
5.Jun Deng, Xudong Shao, Lifeng Li, Songbo.Cai. “Experimental Research on the Creep Behavior of Twice PrestressedConcrete Beam”, Structural Engineering International, February2006 Vol.16, No.1 pp53-58
6.Xiaoqin Jin, Xudong Shao, Wanghu Peng, Banfu Yan. “Anew category of Semi-積分 Abutment in China”, Structural Engineering International,2005 Vol.15, No.3 pp 186-189
7.YangZhang, Xudong Shao, Lifeng Li.“Spatial應(yīng)力 Analysis for Large Cantilevered Steel-混凝土 Composite Bridge Decks”. Advancesin Steel Structures,2005
8.Hua Zhao,Xudong Shao. “Thedesign and Experimental Study of the Steel-Concrete Composite Box Girder of aHarp-Shaped Single Span Cable-Stayed Bridge”， Advances in Steel Structures,2005.
9.Wanghu Peng,Xudong Shao, Lifeng Li.“Designof Main Girder of a Harp Shaped Cable-Stayed Bridge”， Advances in Steel Structures,2005.
10. Jianxin Peng,Xudong Shao.“Research framework of life-cycle performancebased bridge 設(shè)計(jì) method”， Structural Health Monitoring and Intelligent Infrastructure,2005.
11. Xiaoqin Jin, Xudong Shao.“New Technologies in China’sfirst Jointless積分-AbutmentBridge” Proceeding of IABSE Symposium 2004, Shanghai, China, Sept. 22-24, 2004.
12. Hua Zhao, Xudong Shao.“An Analysis of Ultimate Bearing Capacity of Reinforced 混凝土 Arch Bridges” Proceeding of IABSE Symposium 2004, Shanghai, China, Sept. 22-24, 2004.
13. Banfu Yan，A.Miyamoto，Xudong Shao，“Comparison of 時(shí)間頻率 analysis basedmethods for modal parameter extraction of bridge structure” Proceeding ofIABMAS, 2004,Kyoto,Japan（The second International Conference ofInternational Association for Bridge Maintenance and Safety）P.895-896
14.Songbo.Cai，Xudong Shao，ShengpuShen，Jiang Ye，Yang Zhang，“Aquasi-arch length method and its 計(jì)算機(jī) implementation for NFEM” Proceeding of the Sixth World Congress onComputational Mechanics，P.184
15.Jianxin Peng, Xudong Shao, Xiaoqin Jin. “Research on lifetime表演based bridge 設(shè)計(jì) method” Proceeding ofIABMAS, 2006,Porto, Portugal.
16.Xiaoqin Jin, Xudong Shao. Experienceof innovative Integral Bridges in China.Proceedings of 7th InternationalConference on Short & Medium Span Bridges in Canada,August 23 to 25, 2006:ID-003-1~ ID-003-9
17.Xudong Shao, Jianxin Peng,Yan Banfu, Bridge multi-index 表演 assessmentmodel Safety and durability of structure(Proceeding of SSCM) 2006: P.423-424
18. SHAO Xudong, LI Lifeng,YANG Jianjun. Experimental research on the creep behavior and bearing capacityof repeatedly prestressed 混凝土 beam Frontiers of 建筑 and CivilEngineering in China August 2007: Vol.1 No.3P305-311
19. Jianxin Peng, XudongShao, Mark G. Stewart. 設(shè)計(jì) Planning Decision for Deteriorating WearingSurfaces based on Whole-life Design Considering Life-cycle Cost, Proceeding of 4th Internationalconference on bridge maintenance, safety and management, 首爾特別市, Korea,2008.
Jianxin Peng, Xudong Shao. Bridge material decisionfor deteriorating structures based on whole-life optimum 設(shè)計(jì) consideringlife-cycle cost, Proceeding of the 2ndInternational Conference on Structural Condition Assessment, Monitoring andImprovement (SCAMI-2), 19-21 November 2007, Changsha, China.
中文論文
1.邵旭東.“橋梁現(xiàn)狀動(dòng)態(tài)識(shí)別的試驗(yàn)研究(Experimental Study onDynamic Identification of Existing Bridges)”土木工程學(xué)報(bào)（China Civil Engineering Journal）Vol. 26, No. 3, 1993, pp. 40-46.
2. 邵旭東、鄧軍、李立峰、蔣自雄.“自錨式懸索橋主纜錨固結(jié)構(gòu)研究（Cable anchorage structureof self-anchored suspension bridge）”土木工程學(xué)報(bào)（China Civil Engineering Journal），Vol.39,No.7,2006 pp81-87
3. 邵旭東、張偉、鄧軍、彭聰.“二次預(yù)應(yīng)力梁的徐變和承載力試驗(yàn)研究（Experimental Research onthe Creep Behavior of Twice Prestressed 混凝土 Beam）”, 土木工程學(xué)報(bào)（China Civil Engineering Journal），Vol.39,No.8,2006 pp81-86
4.彭旺虎、邵旭東、李立峰、張陽(yáng).“無(wú)背索斜拉橋的概念、設(shè)計(jì)與施工（The concept, 設(shè)計(jì), and constructionof cable-stayed bridges without backstays）”土木工程學(xué)報(bào)（China Civil Engineering Journal）Vol. 40, No. 5, 2007, pp. 26-33.
5.李立峰、邵旭東.“正交異性閉口加勁板的承載力分析理論及試驗(yàn)研究（Theoreticalstudy and model test on the capacity of orthotropic U-肋骨 stiffened plates）”土木工程學(xué)報(bào)（China Civil Engineering Journal）Vol. 40, No. 6, 2007, pp. 42-48.
6.邵旭東、彭建新、晏班夫、李立新.“基于全壽命成本的橋梁車(chē)道數(shù)決策研究（Planning decision based on life-cyclecost for deteriorating bridges）”土木工程學(xué)報(bào)（China Civil Engineering Journal）Vol. 41, No. 10, 2008, pp. 45-52.
7.金曉勤、邵旭東.“半整體式全無(wú)縫橋梁研究（A study of fully jointless bridge-approach system withsemi-integral abutment）”土木工程學(xué)報(bào)（China Civil Engineering Journal）Vol.42, No. 9, 2009, pp. 68-73.
8.彭建新、邵旭東、張建仁.“氣候變化、CO2排放及其對(duì)碳化腐蝕的鋼筋混凝土開(kāi)裂和時(shí)變可靠度的影響（Climate change, CO2 emission and effects oncarbonation-induced cracking and 時(shí)間-dependent reliability of reinforcedconcrete structures）”土木工程學(xué)報(bào)（China Civil Engineering Journal）Vol.43, No. 6, 2010, pp. 74-81.
9.邵旭東.“鋼筋混凝土桿系結(jié)構(gòu)極限承載力高精度分析(Refined Analysis of FullRange for RC Framed Structures)”中國(guó)公路學(xué)報(bào)(China Journal of Highway andTransport) Vol.6,No.4, 1993, pp.45-51
10. 邵旭東.“鋼筋混凝土和預(yù)應(yīng)力混凝土橋梁承載能力的系統(tǒng)識(shí)別和計(jì)算(Full-Range Dynamic and Static Identification of Bridge Bearing Capacity)”中國(guó)公路學(xué)報(bào)(China Journal of Highway andTransport) 1997,10（3）, pp.66-71.
11. 邵旭東、李立峰、張偉.“二次預(yù)應(yīng)力組合結(jié)構(gòu)試驗(yàn)研究(Analytical Theory and Test Study of Double Prestressed CompositeStructure)”中國(guó)公路學(xué)報(bào)(ChinaJournal of Highway and Transport).2006,19(1), pp75-79.
12. 張陽(yáng)、邵旭東、蔡松柏、胡建華“大跨桁式鋼管混凝土橋空間非線性有限元分析（Spatial Nonlinear FiniteElement Analysis for Long-Span Trussed CFST Arch Bridge)”中國(guó)公路學(xué)報(bào)(China Journal of Highway andTransport).2006,19(4), pp65-70.
13.邵旭東、曾田勝、李立峰、彭旺虎.“斜拉橋預(yù)應(yīng)力索塔優(yōu)化布束方式研究（Study of Optimal Arrangement of Prestressed 混凝土 Pylon forCable-Stayed Bridge）”中國(guó)公路學(xué)報(bào)(ChinaJournal of Highway and Transport)Vol.14,二氧化氮,April2001, pp.40-44
14. 易篤韜、邵旭東、李立峰、許春綿.“軟土地基上橋臺(tái)樁基受力算法研究（Research on Algorithm forMechanics of Abutment Pile Foundation on Soft Ground）”中國(guó)公路學(xué)報(bào)(China Journal of Highway andTransport) Vol.20,No.5,Sept. 2007,pp.59-64
15. 張陽(yáng)、邵旭東、王皓磊、昌穎.“大懸臂鋼—混凝土組合脊骨梁的剪力滯效應(yīng)（Shear Lag Effects inSteel-混凝土 Composite Spine Girder with Long Cantilevered Flanges)”中國(guó)公路學(xué)報(bào)(China Journal of Highway andTransport).2008,21(3), pp57-63.
16. 邵旭東、王皓磊、昌穎、張陽(yáng).“多排預(yù)應(yīng)力波形鋼腹板組合挑梁試驗(yàn)及力學(xué)特性分析（Experiment and MechanicalCharacteristic Analysis of Multi-cantilever Pre應(yīng)力ed Composite Beams withCorrugated Steel Webs)”中國(guó)公路學(xué)報(bào)(ChinaJournal of Highway and Transport).2008,21(4), pp67-73.
17. 邵旭東、占雪芳、金曉勤、陳志新“帶地梁的新型無(wú)縫橋梁溫度效應(yīng)研究(溫度 Effectof Innovative Semi-Integral Abutment Jointless Bridge with Ground Beam)”中國(guó)公路學(xué)報(bào)(China Journal of Highwayand Transport).2010,23(1), pp43-48.
18.蔡松柏、程翔云、邵旭東.“П形梁剪力滯效應(yīng)的解析解（An Analytical Solutionfor Shear Log Effects of Flat-Arch-Shaped Beam Bridge）”工程力學(xué)（Engineering Mechanics）,Vol.20,No.5, 2003,pp.82-86.
19.彭建新、邵旭東、程翔云、黃政宇“鋼管混凝土拱肋徐變研究（Creep behavior of 混凝土filled steel tubular arch rib）”工程力學(xué)（EngineeringMechanics）,Vol.24,No.6, 2007, pp.79-85.
20.邵旭東、昌穎、張陽(yáng)、王浩磊“多排預(yù)應(yīng)力波形鋼腹板組合挑梁承載能力試驗(yàn)研究（Experimental study on load capacity of prestressed multi-cantilevercomposite beam with corrugated steel web”工程力學(xué)（EngineeringMechanics）,Vol.25,No.7, 2008, pp.110-117.
21.邵旭東、彭建新、晏班夫“基于結(jié)構(gòu)可靠度的劣化橋梁維護(hù)方案成本優(yōu)化研究（Structural Reliability-based Life-cycle Cost Optimization ofMaintenance Interventions for Deteriorating Bridges ”工程力學(xué)（EngineeringMechanics）,Vol.25,No.9, 2008, pp.149-155.
22.邵旭東、李顯潮、周亞棟“二次預(yù)應(yīng)力組合結(jié)構(gòu)在高速鐵路橋梁上的應(yīng)用研究(Application of TwicePre應(yīng)力ed Composite Structure to High Speed Railway Bridges)”，鐵道科學(xué)與工程學(xué)報(bào)（Journal of Railway Scienceand Engineering）2006,3(6)，pp1-6.
23.邵旭東、周里鳴、李立峰.“薄壁空心板縱向裂縫的畸變分析與試驗(yàn)研究（Experimental Test and Distortion Analysisfor Longitudinal Cracks of Thin-walled Hollow Slab）”, 公路(Highway), 2007年第3期，pp59-64.
24.李立峰、邵旭東.“斜拉橋小尺寸預(yù)應(yīng)力索塔的布束設(shè)計(jì)及試驗(yàn)研究（設(shè)計(jì) and Experimental Study on Arrangement of PrestressedConcrete Pylon with small scale for Cable-Stayed Bridge”, 公路(Highway), Oct.2000, pp. 1-3
25.李立峰、邵旭東、趙 華、彭旺虎.“長(zhǎng)沙湘江南大橋V形腿設(shè)計(jì)與分析(Analysisand Design of Support with V-shaped for South Bridge over Xiangjiang River)”, 公路(Highway), Nov.2002, pp. 32-35
26.邵旭東、劉海波、李立峰.“二次預(yù)應(yīng)力技術(shù)應(yīng)用于橋梁結(jié)構(gòu)的探索研究(Approach of Twice PrestressedTechnique Applied in Bridge Engineering”, 公路(Highway),March 2003, pp. 89-92
27.孫曉珍 邵旭東 晏班夫“海洋環(huán)境下基于可靠度的混凝土結(jié)構(gòu)耐久性評(píng)估（Reliability-baseddurability assessment of reinforced 混凝土 structure in marine environment）”, 公路(Highway), 2007年第3期，pp141-146
28.邵旭東、張欣、李立峰.“開(kāi)口加勁板穩(wěn)定極限承載力分析”, 公路(Highway), 2005年第7期，pp1-4.
29.邵旭東、陳愛(ài)軍、李立峰.“長(zhǎng)沙市洪山大橋的創(chuàng)新設(shè)計(jì)”，中外公路，2005年25卷第2期.Pp68-71.
30.邵旭東、昌穎、張陽(yáng).“預(yù)應(yīng)力波形鋼腹板組合挑梁結(jié)構(gòu)的探索性研究”，中外公路，2005年25卷第2期.pp68-71.
31.邵旭東、張中.“王村特大橋單肋拱合龍吊裝設(shè)計(jì)(Erection 設(shè)計(jì) of Connecting Single-ribbed Arch for Long Span WangcunBridge”中外公路（Journalof China and Foreign Highway）Vol.24,No.153 June2004,pp.11-13
32.邵旭東、李立峰、彭旺虎、陳愛(ài)軍.“豎琴式斜拉橋——長(zhǎng)沙洪山大橋的設(shè)計(jì)與施工”，橋梁，2005年4期.
33. 邵旭東、李立峰、成尚鋒，胡建華“鋼管混凝土拱肋徐變問(wèn)題研究”湖南大學(xué)學(xué)報(bào)（增刊），32（6），pp113-118.
34.金曉勤，邵旭東，陳華輝，林輝 整體式無(wú)縫橋梁新技術(shù)的初步試驗(yàn)研究. 湖南大學(xué)學(xué)報(bào)（自然版），2006，33（4）：1-5
35.邵旭東.“長(zhǎng)沙湘江南大橋橋型方案論證(Scheme Demonstration ofBridge Type of South Bridge over Xiangjiang River”湖南大學(xué)學(xué)報(bào)(Journal of Hunan University), Vol.25,二氧化氮, April 1998, pp.83-87
36.邵旭東、李立峰、趙 華.“長(zhǎng)沙市洪山橋豎琴式斜拉橋的設(shè)計(jì)(設(shè)計(jì) of Harp Style Cable Stayed Hongshan Bridge)”湖南大學(xué)學(xué)報(bào)(Journal of Hunan University), 飛魚(yú)座28,No.4, Aug. 2001, pp.88-93.
37.陳星燁、邵旭東.“大跨度斜拉橋地震動(dòng)線性與非線性響應(yīng)分析(Long Span Bridge Linear andNonlinear Respond Analysis While Earthquake)”湖南大學(xué)學(xué)報(bào)(Journal of Hunan University), Vol.29,No.2, April2002, pp.100-105
38.彭建新、邵旭東、晏班夫“使用概率模型的橋梁維護(hù)成本計(jì)算方法研究(Calculation method for bridgemaintenance cost using on probability model)”湖南大學(xué)學(xué)報(bào)(Journal of HunanUniversity), Vol.36,No.4, April 2009, pp.13-18
39.周亞棟、邵旭東、劉海波“預(yù)應(yīng)力混凝土低高度梁式橋結(jié)構(gòu)形式比較研究(Comparative Study of theStructural Types of Prestressed 混凝土 Low-height Beam Bridge)”湖南大學(xué)學(xué)報(bào)(Journal of HunanUniversity), Vol.37,No.8, Aug 2010, pp.6-11
40.周亞棟、邵旭東、聶美春.“一種新型預(yù)應(yīng)力混凝土疊合梁設(shè)計(jì)與應(yīng)力分析（設(shè)計(jì) and 應(yīng)力 Analysisof a New Type Prestressed Concrete Composite Beam）”工業(yè)建筑(Industrial Construction), Vol.40,No.8, Aug 2010,pp.64-68
41.邵旭東、輝、張陽(yáng)、曾田勝.“低回縮預(yù)應(yīng)力錨具錨下混凝土應(yīng)力的試驗(yàn)研究(Experimental Study of 混凝土 Stress under Low RetractingPre-stress Stranded Anchorage )”湖南大學(xué)學(xué)報(bào)(Journal of Hunan University), Vol.37,二氧化氮, Feb. 2010,pp.01-05
42.周亞棟、邵旭東、聶美春、楊建軍“2次預(yù)應(yīng)力簡(jiǎn)支組合梁受力性能與技術(shù)經(jīng)濟(jì)分析（Mechanical Behavior and Technoeconomic Analysis ofTwice-prestressed Simply Supported Composite Beam）”土木建筑與環(huán)境工程 (Journal of Civil,Architectural & Environmental Engineering), Vol.31,No.6, Dec. 2009,pp.07-14
43.邵旭東、劉俊珂.“計(jì)入加勁肋的圓孔蜂窩組合梁強(qiáng)度簡(jiǎn)化計(jì)算（Reduced Computation ofthe Strength of Circular Hole Castellated Composite Beams with Stiffened Webs）”湖南大學(xué)學(xué)報(bào)(Journal of Hunan University), Vol.36,No.9, Sep. 2009,pp.07-11
44.彭旺虎、邵旭東.“無(wú)背索斜拉橋穩(wěn)定分析的能量法(能量 Method for StabilityAnalysis of Cable-stayed Bridge without Backstays)”工程力學(xué) (Engineering Mechanics), Vol.26,二氧化氮, Feb.2009, pp.158-162
45.邵旭東.“新型空間殼體結(jié)構(gòu)天橋的分析與設(shè)計(jì)(Analysis and 設(shè)計(jì) of a3D Shell-Structure Footbridge)”中南公路工程(Central South Highway Engineering),Vol.22,No.1, March 1997, pp.26-28
46.經(jīng)柏林、邵旭東、鮑衛(wèi)剛.“變截面長(zhǎng)懸臂寬箱梁橋翼緣有效寬度研究(Study on Effective Width of Flange for Wide Box-Section Beam Bridge )”中南公路工程(Central South Highway Engineering),Vol23,No.4, Dec. 1998, pp.24-27
47.李立峰、邵旭東. “中承式拱橋軸線偏離后拱圈內(nèi)力調(diào)整措施和計(jì)算(Calculation and Adjustment ofInternal Forces in Arch Ring of Half-through Arch Bridge with deflected axialline”中南公路工程(Central South Highway Engineering),Vol26,No.1, Jan. 2001, pp.40-42
48.李立峰、邵旭東、程翔云.“砼箱形梁式橋的溫度梯度研究(Studies of the Thermal Gradientin 混凝土 Box Girder Bridge)”中南公路工程(Central South Highway Engineering),Vol.26,No.4, Dec.2001, pp.38-40
49.邵旭東、易篤韜、李立峰、許春綿.“軟土地基橋臺(tái)受力分析（Structural Analysis of Abutment in Soft Clay”中南公路工程(CentralSouth Highway Engineering),Vol.29,二氧化氮, June 2004, pp.37-40+44
50.鄧?yán)^華、邵旭東、張鵬.“無(wú)橫撐下承式系桿拱側(cè)傾穩(wěn)定實(shí)用計(jì)算方法（Applied Calculation Method for LateralStability of Non-range-spacer Through Bowstring Arch）”中南公路工程(CentralSouth Highway Engineering),Vol.29,二氧化氮, June 2004, pp.48-50
51.邵旭東、張欣、李立峰.“斜拉索索狀態(tài)的精確計(jì)算（Accurate calculation of cable state ofcable-stayed bridge）中南公路工程(Central South Highway Engineering),Vol.30,No.1, 2005, pp.33-35, 43
52.金曉勤、邵旭東.“整體式無(wú)縫橋梁的研究與應(yīng)用(Study and Practice on IntegralAbutment Bridge)”重慶交通大學(xué)學(xué)報(bào)(Journalof Chongqing Jiaotong University),Vol.21,No.3,Sep.2002, pp.7-10
53.羅廣發(fā)、李立峰、陳昌富、邵旭東.“軟土地基橋臺(tái)的病害及受力分析(Analysis of deficiency forAbutment located on soft-ground”重慶交通學(xué)院學(xué)報(bào)(Journalof Chongqing Jiaotong University),Vol.22,二氧化氮,June 2003, pp.72-75
54.邵旭東、李立峰、鮑衛(wèi)剛“混凝土箱形梁橫向溫度應(yīng)力計(jì)算分析(Calculation and Analysisof Transverse 溫度 Stress for 混凝土 Box Girder)”重慶交通大學(xué)學(xué)報(bào)(Journal of Chongqing JiaotongUniversity),Vol.19,No.4,韓國(guó)鐵道9201系柴油動(dòng)車(chē)組 2000, pp.5-10
55.邵旭東、成尚峰、李立峰.“鋼筋混凝土拱肋節(jié)段模型試驗(yàn)(Model Test of Concrete-FilledSteel Tube Arch 肋骨 Segment)”長(zhǎng)安大學(xué)學(xué)報(bào),Vol.23,No.4, July 2003, pp.34-37
56.孟 杰、趙明華、邵旭東.“砂樁復(fù)合地基防止橋頭跳車(chē)的研究(Study on Sand Pile compositionGround to prevent jumping at BridgeApproach”西安公路交通大學(xué)學(xué)報(bào)Vol.21,二氧化氮, April 2001,pp.41-43
57.邵旭東、鄧軍、李立峰、馬德里競(jìng)技足球俱樂(lè)部“二次預(yù)應(yīng)力超薄梁徐變效應(yīng)試驗(yàn)研究（Experimental Research on the Creep Effects of the Double PrestressedLow Height Beam）公路交通科技（Journalof Highway CommunicationTechnology），22(4),2005,pp53-56.
58.張陽(yáng)、邵旭東.“帶波形鋼腹板挑梁的鋼－混凝土組合脊骨梁設(shè)計(jì)計(jì)算方法（Calculation Method for Steel-concreteComposite Spine Girder Possessing Cantilevered Beams with Corrugated Steel Webs）公路交通科技（Journalof Highway andTransportation Research and Development），25(9),2008,pp85-92.
59.張陽(yáng)、邵旭東、李立峰.“混凝土箱肋拱橋加固改造方法探討（Discussion ofStrengthening of 混凝土 Box Rib Arch Bridge）公路交通科技（Journal of Highway and TransportationResearch and Development），26(3),2009,pp68-73.
60.彭旺虎、邵旭東、胡建華“大跨懸索橋桁架加勁梁的選型和設(shè)計(jì)（Type Selectionand Design of Stiffening Trusses for Long-span Suspension Bridge）公路交通科技（Journal of Highway and Transportation Research and Development），26(3),2009,pp80-86.
61.邵旭東、李斌、曾田勝、張陽(yáng)、張貴明.“低回縮預(yù)應(yīng)力鋼絞線錨具應(yīng)用于腹板豎向預(yù)應(yīng)力的應(yīng)力場(chǎng)的計(jì)算與實(shí)測(cè)（Calculationand measure of web vertical stress field using low retracting prestressedanchorage）公路交通科技（Journalof Highway CommunicationTechnology），26(9),2009,pp91-96.
62.邵旭東、蔡松柏、沈蒲生、張陽(yáng).“NFEM中荷載增量法和位移增量法的統(tǒng)一迭代格式(AnUnified Iteration Scheme for Load/Displacement Incremental Method of NonlinearFEM)”工程與科學(xué)中的計(jì)算力學(xué)(ComputationalMechanics in Engineering andScience),2003,pp.244-247.
63.劉光棟、邵旭東.“豎琴式斜拉橋的設(shè)計(jì)構(gòu)思與關(guān)鍵技術(shù)研究(KeyTechnique of Harp Style Cable Stayed Bridge)”第十一屆全國(guó)結(jié)構(gòu)工程學(xué)術(shù)會(huì)議論文集(Proceedings of the Eleventh nationalconference on structural Engineering),2002, pp.21-27.
64.邵旭東/金曉勤“整體式（半整體式）無(wú)縫橋梁的研究與實(shí)踐(Approachand Practice in Jointless Integral and Half-integral Abutment”洞庭湖大橋學(xué)術(shù)論文集(Proceedingsof Dongting BridgeSymposium),2001,pp.74-80.
65.趙 華、邵旭東.“鋼筋混凝土拱結(jié)構(gòu)極限承載力分析(Analysis of Ultimate Bearing Capacity forReinforcement Concrete Arch”洞庭湖大橋?qū)W術(shù)論文集(Proceedingsof Dongting BridgeSymposium),2001,pp.174-183.
66.邵旭東、陳忠平、李立峰.“鋼－混疊合脊骨梁承受壓彎荷載時(shí)的局部穩(wěn)定性分析與試驗(yàn)(Analysisand Experiment of LocalStability for Composite Steel-concrete GirderCarrying Compressive-flexural Loads) ”全國(guó)橋梁學(xué)術(shù)討論會(huì)論文集(Proceedings of Annual Conference ofBridge and Structure Institute of China),2001, pp.609-612.
67.邵旭東、李立峰、趙華、彭旺虎、郭棋武.“長(zhǎng)沙洪山大橋（無(wú)背索斜塔斜拉橋）設(shè)計(jì)”全國(guó)橋梁學(xué)術(shù)討論會(huì)論文集(Proceedings of Annual Conference ofBridge and Structure Institute of China),2000, pp.129-133.
68.趙艷、邵旭東.“長(zhǎng)沙洪山橋行車(chē)道板－大懸臂鋼混疊合梁的內(nèi)力計(jì)算分析”全國(guó)橋梁學(xué)術(shù)討論會(huì)論文集(Proceedings of Annual Conference ofBridge and Structure Institute of China),2000, pp.177-181.
69.邵旭東，李立峰，彭旺虎，“連州市城北大橋的加固”全國(guó)橋梁學(xué)術(shù)討論會(huì)論文集(Proceedings of Annual Conference ofBridge and Structure Institute of China),1999, pp. 827-832.
70.邵旭東.“長(zhǎng)沙湘江南大橋技術(shù)經(jīng)濟(jì)分析”全國(guó)橋梁學(xué)術(shù)討論會(huì)論文集(Proceedings of Annual Conference ofBridge and Structure Institute of China),1997, pp.38-41.
71.張立乾、邵旭東.“大跨橋梁混凝土梁式橋的后期徐變問(wèn)題研究”全國(guó)橋梁學(xué)術(shù)討論會(huì)論文集(Proceedingsof Annual Conference of Bridge and Structure Institute of China),1997,pp.321-325.
72.邵旭東、李立峰、程翔云、胡建華.“岳陽(yáng)洞庭湖大橋預(yù)應(yīng)力索塔分析”全國(guó)橋梁學(xué)術(shù)討論會(huì)論文集(Proceedings of Annual Conference ofBridge and Structure Institute of China),1997, pp.326-330.
73.李立新、李立峰、邵旭東.“衡陽(yáng)湘江三橋預(yù)應(yīng)力空心索塔的分析研究”全國(guó)橋梁學(xué)術(shù)討論會(huì)論文集(Proceedings of Annual Conference ofBridge and Structure Institute of China),1997, pp.331-336.
74.經(jīng)柏林、鮑衛(wèi)剛、鄭紹硅、邵旭東、程翔云.“變截面長(zhǎng)懸臂寬箱梁翼緣有效分布寬度分析”全國(guó)橋梁學(xué)術(shù)討論會(huì)論文集(Proceedings of Annual Conference ofBridge and Structure Institute of China),1997, pp.340-346.
75.李立峰、邵旭東.“大跨橋梁幾何非線性試驗(yàn)與分析”全國(guó)橋梁學(xué)術(shù)討論會(huì)論文集(Proceedings of Annual Conference ofBridge and Structure Institute of China),1995, pp.413-417.
76.邵旭東、程翔云、黎莉“柳州市文惠橋—鋼管混凝土中承式拱橋撓度的檢測(cè)與分析”全國(guó)橋梁學(xué)術(shù)討論會(huì)論文集(Proceedings of Annual Conference ofBridge and Structure Institute of China),1995, pp.422-425.
77.金曉勤、邵旭東.“注冊(cè)結(jié)構(gòu)工程師考試中橋梁結(jié)構(gòu)的復(fù)習(xí)要點(diǎn)”，工程建設(shè)標(biāo)準(zhǔn)化 2002年2月No.1,pp43-47
78. 孟 杰、趙 華、朱 平、邵旭東.“桂林解放大橋的施工監(jiān)測(cè)”全國(guó)橋梁學(xué)術(shù)討論會(huì)論文集(Proceedingsof Annual Conference of Bridge and Structure Institute of China),2001,pp 250-255.
79.邵旭東、彭建新.“基于壽命周期成本（LCC）的橋梁設(shè)計(jì)方法研究”，中國(guó)公路學(xué)會(huì)橋梁和結(jié)構(gòu)工程分會(huì)2005年全國(guó)橋梁學(xué)術(shù)會(huì)議論文集，2005.
80.Ji-Hua Deng, Xu-Dong Shao, Song-BaiCai.“ Co-roatational procedure for finite element analysis of triangularplane element of large displacement” The 4th International Symposium on Lifetime Engineering of CivilInfrastructure.2009.10, 857-862
81.Xue-FangZhan, Xu-Dong Shao, Xiao-Qin Jin. “ The settlementanalysis of approach slab of innoviative jointless bridge under traffic loadand temperature” .The 4th International Symposium onLifetime Engineering of Civil Infrastructure,2009.10, 844-851
82.Ya-dongZhou, Xu-Dong Shao, Jian-Jun Yang, Jian-Xin Peng. “ State-of-practiceon twice prestress technology” .The 4th International Symposium on Lifetime Engineering of Civil Infrastructure,2009.10, 837-843
Yun-Yao Hu, Xu-Dong Shao, Jian-Hui Luo. “ Stress on the contact surface caused by creep effectof twice-prestressed” .The 4th International Symposium on LifetimeEngineering of Civil Infrastructure, 2009.10, 818-825
出版著作
1.《橋梁設(shè)計(jì)與計(jì)算（Bridge Design & Computation）》邵旭東、程翔云、李立峰編著 人民交通出版社(ChinaCommunications Press) 2007
2．《橋梁設(shè)計(jì)百問(wèn)(Bridge Design－Questionsand Answers)》第二版，邵旭東、胡建華編著 人民交通出版社(China Communications Press)2005
3．《橋梁設(shè)計(jì)百問(wèn)(Questions and Answers for Bridge Design)》第一版，邵旭東主編 人民交通出版社(China Communications Press)2003. ISBN:7-114-04565-4
4．《橋梁工程(BridgeEngineering)》第二版，（面向21世紀(jì)交通版統(tǒng)編教材）邵旭東主編 人民交通出版社(ChinaCommunications Press) 2005.
5．《橋梁工程(BridgeEngineering)》（面向21世紀(jì)交通版統(tǒng)編教材）邵旭東主編
人民交通出版社(China Communications Press) 2004. ISBN:7-114-04796-7
6．《橋梁工程(BridgeEngineering)》（大土木非路橋?qū)I(yè)本科教材）邵旭東主編
武漢理工大學(xué)出版社(Wuhan University ofTechnology Press) 2002. ISBN:7-5629-1820-1
7．《橋梁工程(Bridge Engineering)》（大土木橋梁專業(yè)本科教材）強(qiáng)士中主編，邵旭東副主編 高教社（Higher EducationPress）2004. ISBN:7-04-014491-3
8．《橋梁工程(BridgeEngineering)》（交通土建高職高專統(tǒng)編教材）邵旭東主審
人民交通出版社(China CommunicationsPress) 2005.
獲得專利
發(fā) 明 專 利：鋼混組合結(jié)構(gòu)的雙層連續(xù)梁橋（專利號(hào)：ZL 2007 1 0192479.3）
發(fā)明專利：無(wú)縫橋梁的無(wú)縫接線路面（專利號(hào)：ZL 2003 1 0110474.3 ）
發(fā)明專利：帶大懸臂波形鋼腹板挑梁的鋼－混凝土組合脊骨梁（專利號(hào)：ZL 2005 1 0031429.8 ）
發(fā)明專利：雙曲線橋梁墩塔（專利號(hào)：ZL 2010 1 0022063.9）
實(shí)用新型專利：路橋全無(wú)縫橋梁（專利號(hào)：ZL 2003 2 0113999.8 ）
實(shí)用新型專利：二次張拉預(yù)應(yīng)力筋結(jié)構(gòu)（專利號(hào)：ZL 2004 20035231.8 ）
實(shí)用新型專利：二次張拉預(yù)應(yīng)力錨具（專利號(hào)：ZL 2004 2 0035230.3 ）
教學(xué)成就
指導(dǎo)學(xué)生
獲得榮譽(yù)
社會(huì)活動(dòng)
· 湖南大學(xué)學(xué)術(shù)委員會(huì)委員
· 中國(guó)公路學(xué)會(huì)橋梁與結(jié)構(gòu)工程分會(huì) 常務(wù)理事
· 中國(guó)工程建設(shè)標(biāo)準(zhǔn)化協(xié)會(huì)橋梁專業(yè)委員會(huì) 委員
· 全國(guó)高等學(xué)校教材（路橋類）編審委員會(huì) 委員
· 國(guó)際橋梁與結(jié)構(gòu)工程協(xié)會(huì)(IABSE) 會(huì)員
· 湖南省公路學(xué)會(huì)橋隧學(xué)科分會(huì) 副理事長(zhǎng)
· 交通部十百千人才工程第一層次人選
· 國(guó)家自然科學(xué)基金項(xiàng)目 評(píng)審專家
· 《橋梁》《中南公路工程》雜志編委
參考資料 >
邵旭東.湖南大學(xué)土木工程學(xué)院.2022-02-16