1.邵旭東.“橋梁現狀動態識別的試驗研究(Experimental Study onDynamic Identification of Existing Bridges)” 土木工程學報（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構研究（Cable anchorage structureof self-anchored suspension bridge）”土木工程學報（China Civil Engineering Journal），Vol.39,No.7,2006 pp81-87
3. 邵旭東、張偉、鄧軍、彭聰.“二次預應力梁的徐變和承載力試驗研究（Experimental Research onthe Creep Behavior of Twice Prestressed Concrete Beam）”,土木工程學報（China Civil Engineering Journal），Vol.39,No.8,2006 pp81-86
4.彭旺虎、邵旭東、李立峰、張陽.“無背索斜拉橋的概念、設計與施工（The concept, design, and constructionof cable-stayed bridges without backstays）”土木工程學報（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研究（Theoreticalstudy and model test on the capacity of orthotropic U-rib stiffened plates）”土木工程學報（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.“基於全壽命成本的橋梁車道數決策研究（Planning decision based on life-cyclecost for deteriorating bridges）”土木工程學報（China Civil Engineering Journal）Vol. 41, No. 10, 2008, pp. 45-52.
7.金曉勤、邵旭東.“半整體式全無縫橋梁研究（A study of fully jointless bridge-approach system withsemi-integral abutment）”土木工程學報（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排放及其對碳化腐蝕的鋼筋混凝土開裂和時變可靠度的影響（Climate change, CO2 emission and effects oncarbonation-induced cracking and time-dependent reliability of reinforcedconcrete structures）”土木工程學報（China Civil Engineering Journal）Vol.43, No. 6, 2010, pp. 74-81.
9.邵旭東.“鋼筋混凝土桿系結構極限承載力高精度分析(Refined Analysis of FullRange for RC Framed Structures)” 中國公路學報(China Journal of Highway andTransport) Vol.6,No.4, 1993, pp.45-51
10. 邵旭東.“鋼筋混凝土和預應力混凝土橋梁承載能力的系統識別和計算(Full-Range Dynamic and Static Identification of Bridge Bearing Capacity)” 中國公路學報(China Journal of Highway andTransport) 1997,10（3）, pp.66-71.
11. 邵旭東、李立峰、張偉.“二次預應力組合結構試驗研究(Analytical Theory and Test Study of Double Prestressed CompositeStructure)”中國公路學報(ChinaJournal of Highway and Transport).2006,19(1), pp75-79.
12. 張陽、邵旭東、蔡松柏、胡建華.“大跨桁式鋼管混凝土拱橋空間非線性有限元分析（Spatial Nonlinear FiniteElement Analysis for Long-Span Trussed CFST Arch Bridge)”中國公路學報(China Journal of Highway andTransport).2006,19(4), pp65-70.
13.邵旭東、曾田勝、李立峰、彭旺虎.“斜拉橋預應力索塔優化布束方式研究（Study of Optimal Arrangement of Prestressed Concrete Pylon forCable-Stayed Bridge）”中國公路學報(ChinaJournal of Highway and Transport)Vol.14,No.2,April2001, pp.40-44
14. 易篤韜、邵旭東、李立峰、許春綿.“軟土地基上橋臺樁基受力算法研究（Research on Algorithm forMechanics of Abutment Pile Foundation on Soft Ground）”中國公路學報(China Journal of Highway andTransport) Vol.20,No.5,Sept. 2007,pp.59-64
15. 張陽、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（Shear Lag Effects inSteel-concrete Composite Spine Girder with Long Cantilevered Flanges)”中國公路學報(China Journal of Highway andTransport).2008,21(3), pp57-63.
16. 邵旭東、王皓磊、昌穎、張陽.“多排預應力波形鋼腹板組合挑梁試驗及力學特性分析（Experiment and MechanicalCharacteristic Analysis of Multi-cantilever Prestressed Composite Beams withCorrugated Steel Webs)”中國公路學報(ChinaJournal of Highway and Transport).2008,21(4), pp67-73.
17. 邵旭東、占雪芳、金曉勤、陳誌新“帶地梁的新型無縫橋梁溫度效應研究(Temperature Effectof Innovative Semi-Integral Abutment Jointless Bridge with Ground Beam)”中國公路學報(China Journal of Highwayand Transport).2010,23(1), pp43-48.
18.蔡松柏、程翔雲、邵旭東.“П形梁剪力滯效應的解析解（An Analytical Solutionfor Shear Log Effects of Flat-Arch-Shaped Beam Bridge）”工程力學（Engineering Mechanics）,Vol.20,No.5, 2003,pp.82-86.
19.彭建新、邵旭東、程翔雲、黃政宇.“鋼管混凝土拱肋徐變研究（Creep behavior of concrete-filled steel tubular arch rib）”工程力學（EngineeringMechanics）,Vol.24,No.6, 2007, pp.79-85.
20.邵旭東、昌穎、張陽、王浩磊“多排預應力波形鋼腹板組合挑梁承載能力試驗研究（Experimental study on load capacity of prestressed multi-cantilevercomposite beam with corrugated steel web”工程力學（EngineeringMechanics）,Vol.25,No.7, 2008, pp.110-117.
21.邵旭東、彭建新、晏班夫“基於結構可靠度的劣化橋梁維護方案成本優化研究（Structural Reliability-based Life-cycle Cost Optimization ofMaintenance Interventions for Deteriorating Bridges ”工程力學（EngineeringMechanics）,Vol.25,No.9, 2008, pp.149-155.
22.邵旭東、李顯潮、周亞棟“二次預應力組合結構在高速鐵路橋梁上的應用研究(Application of TwicePrestressed Composite Structure to High Speed Railway Bridges)”，鐵道科學與工程學報（Journal of Railway Scienceand Engineering）2006,3(6)，pp1-6.
23.邵旭東、周裏鳴、李立峰.“薄壁空心板縱向裂縫的畸變分析與試驗研究（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.“斜拉橋小尺寸預應力索塔的布束設計及試驗研究（Design 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.“長沙湘江南大橋V形腿設計與分析(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.“二次預應力技術應用於橋梁結構的探索研究(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.“海洋環境下基於可靠度的混凝土結構耐久性評估（Reliability-baseddurability assessment of reinforced concrete structure in marine environment）”,公路(Highway), 2007年第3期，pp141-146
28.邵旭東、張欣、李立峰.“開口加勁板穩定極限承載力分析”,公路(Highway), 2005年第7期，pp1-4.
29.邵旭東、陳愛軍、李立峰.“長沙市洪山大橋的創新設計”，中外公路，2005年25卷第2期.Pp68-71.
30.邵旭東、昌穎、張陽.“預應力波形鋼腹板組合挑梁結構的探索性研究”，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計(Erection Design 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、陳愛軍.“豎琴式斜拉橋——長沙洪山大橋的設計與施工”，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題研究”湖南大學學報（增刊），32（6），pp113-118.
34.金曉勤，邵旭東，陳華輝，林輝. 整體式無縫橋梁新技術的初步試驗研究. 湖南大學學報（自然版），2006，33（4）：1-5
35.邵旭東.“長沙湘江南大橋橋型方案論證(Scheme Demonstration ofBridge Type of South Bridge over Xiangjiang River” 湖南大學學報(Journal of Hunan University), Vol.25,No.2, April 1998, pp.83-87
36.邵旭東、李立峰、趙 華.“長沙市洪山橋豎琴式斜拉橋的設計(Design of Harp Style Cable Stayed Hongshan Bridge)”湖南大學學報(Journal of Hunan University), Vol.28,No.4, Aug. 2001, pp.88-93.
37.陳星燁、邵旭東.“大跨度斜拉橋地震動線性與非線性響應分析(Long Span Bridge Linear andNonlinear Respond Analysis While Earthquake)”湖南大學學報(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成本計算方法研究(Calculation method for bridgemaintenance cost using on probability model)”湖南大學學報(Journal of HunanUniversity), Vol.36,No.4, April 2009, pp.13-18
39.周亞棟、邵旭東、劉海波.“預應力混凝土低高度梁橋結構形式比較研究(Comparative Study of theStructural Types of Prestressed Concrete Low-height Beam Bridge)”湖南大學學報(Journal of HunanUniversity), Vol.37,No.8, Aug 2010, pp.6-11
40.周亞棟、邵旭東、聶美春.“壹種新型預應力混凝土疊合梁設計與應力分析（Design and Stress Analysisof a New Type Prestressed Concrete Composite Beam）” 工業建築(Industrial Construction), Vol.40,No.8, Aug 2010,pp.64-68
41.邵旭東、肜輝、張陽、曾田勝.“低回縮預應力錨具錨下混凝土應力的試驗研究(Experimental Study of Concrete Stress under Low RetractingPre-stress Stranded Anchorage )”湖南大學學報(Journal of Hunan University), Vol.37,No.2, Feb. 2010,pp.01-05
42.周亞棟、邵旭東、聶美春、楊建軍.“2次預應力簡支組合梁受力性能與技術經濟分析（Mechanical Behavior and Techno-economic Analysis ofTwice-prestressed Simply Supported Composite Beam）”土木建築與環境工程(Journal of Civil,Architectural & Environmental Engineering), Vol.31,No.6, Dec. 2009,pp.07-14
43.邵旭東、劉俊珂.“計入加勁肋的圓孔蜂窩組合梁強度簡化計算（Reduced Computation ofthe Strength of Circular Hole Castellated Composite Beams with Stiffened Webs）”湖南大學學報(Journal of Hunan University), Vol.36,No.9, Sep. 2009,pp.07-11
44.彭旺虎、邵旭東.“無背索斜拉橋穩定分析的能量法(Energy Method for StabilityAnalysis of Cable-stayed Bridge without Backstays)”工程力學(Engineering Mechanics), Vol.26,No.2, Feb.2009, pp.158-162
45.邵旭東.“新型空間殼體結構天橋的分析與設計(Analysis and Design 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.經柏林、邵旭東、鮑衛剛.“變截面長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後拱圈內力調整措施和計算(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、程翔雲.“砼箱形梁橋的溫度梯度研究(Studies of the Thermal Gradientin Concrete 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.“軟土地基橋臺受力分析（Structural Analysis of Abutment in Soft Clay”中南公路工程(CentralSouth Highway Engineering),Vol.29,No.2, June 2004, pp.37-40+44
50.鄧繼華、邵旭東、張鵬.“無橫撐下承式系桿拱側傾穩定實用計算方法（Applied Calculation Method for LateralStability of Non-range-spacer Through Bowstring Arch）”中南公路工程(CentralSouth Highway Engineering),Vol.29,No.2, June 2004, pp.48-50
51.邵旭東、張欣、李立峰.“斜拉索索狀態的精確計算（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.“整體式無縫橋梁的研究與應用(Study and Practice on IntegralAbutment Bridge)” 重慶交通學院學報(Journalof Chongqing Jiaotong University),Vol.21,No.3,Sep.2002, pp.7-10
53.羅廣發、李立峰、陳昌富、邵旭東.“軟土地基橋臺的病害及受力分析(Analysis of deficiency forAbutment located on soft-ground” 重慶交通學院學報(Journalof Chongqing Jiaotong University),Vol.22,No.2,June 2003, pp.72-75
54.邵旭東、李立峰、鮑衛剛.“混凝土箱形梁橫向溫度應力計算分析(Calculation and Analysisof Transverse Temperature Stress for Concrete Box Girder)”重慶交通學院學報(Journal of Chongqing JiaotongUniversity),Vol.19,No.4,Dec. 2000, pp.5-10
55.邵旭東、成尚峰、李立峰.“鋼筋混凝土拱肋節段模型試驗(Model Test of Concrete-FilledSteel Tube Arch Rib Segment)” 長安大學學報,Vol.23,No.4, July 2003, pp.34-37
56.孟 傑、趙明華、邵旭東.“砂樁復合地基防止橋頭跳車的研究(Study on Sand Pile compositionGround to prevent jumping at BridgeApproach” 西安公路交通大學學報Vol.21,No.2, April 2001,pp.41-43
57.邵旭東、鄧軍、李立峰、馬競.“二次預應力超薄梁徐變效應試驗研究（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、邵旭東.“帶波形鋼腹板挑梁的鋼－混凝土組合脊骨梁設計計算方法（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、邵旭東、李立峰.“混凝土箱肋拱橋加固改造方法探討（Discussion ofStrengthening of Concrete 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計（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、張貴明.“低回縮預應力鋼絞線錨具應用於腹板豎向預應力的應力場的計算與實測（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.“NFEM中荷載增量法和位移增量法的統壹叠代格式(AnUnified Iteration Scheme for Load/Displacement Incremental Method of NonlinearFEM)”工程與科學中的計算力學(ComputationalMechanics in Engineering andScience),2003,pp.244-247.
63.劉光棟、邵旭東.“豎琴式斜拉橋的設計構思與關鍵技術研究(KeyTechnique of Harp Style Cable Stayed Bridge)”第十壹屆全國結構工程學術會議論文集(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）無縫橋梁的研究與實踐(Approachand Practice in Jointless Integral and Half-integral Abutment”洞庭湖大橋學術論文集(Proceedingsof Dongting BridgeSymposium),2001,pp.74-80.
65.趙 華、邵旭東.“鋼筋混凝土拱結構極限承載力分析(Analysis of Ultimate Bearing Capacity forReinforcement Concrete Arch”洞庭湖大橋學術論文集(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的局部穩定性分析與試驗(Analysisand Experiment of LocalStability for Composite Steel-concrete GirderCarrying Compressive-flexural Loads) ”全國橋梁學術討論會論文集(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.“長沙洪山大橋（無背索斜塔斜拉橋）設計”全國橋梁學術討論會論文集(Proceedings of Annual Conference ofBridge and Structure Institute of China),2000, pp.129-133.
68.趙艷、邵旭東.“長沙洪山橋行車道板－大懸臂鋼混疊合梁的內力計算分析”全國橋梁學術討論會論文集(Proceedings of Annual Conference ofBridge and Structure Institute of China),2000, pp.177-181.
69.邵旭東，李立峰，彭旺虎，“廣東省連州市城北大橋的加固”全國橋梁學術討論會論文集(Proceedings of Annual Conference ofBridge and Structure Institute of China),1999, pp. 827-832.
70.邵旭東.“長沙湘江南大橋技術經濟分析”全國橋梁學術討論會論文集(Proceedings of Annual Conference ofBridge and Structure Institute of China),1997, pp.38-41.
71.張立乾、邵旭東.“大跨橋梁混凝土梁橋的後期徐變問題研究”全國橋梁學術討論會論文集(Proceedingsof Annual Conference of Bridge and Structure Institute of China),1997,pp.321-325.
72.邵旭東、李立峰、程翔雲、胡建華.“嶽陽洞庭湖大橋預應力索塔分析”全國橋梁學術討論會論文集(Proceedings of Annual Conference ofBridge and Structure Institute of China),1997, pp.326-330.
73.李立新、李立峰、邵旭東.“衡陽湘江三橋預應力空心索塔的分析研究”全國橋梁學術討論會論文集(Proceedings of Annual Conference ofBridge and Structure Institute of China),1997, pp.331-336.
74.經柏林、鮑衛剛、鄭紹矽、邵旭東、程翔雲.“變截面長懸臂寬箱梁翼緣有效分布寬度分析”全國橋梁學術討論會論文集(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與分析”全國橋梁學術討論會論文集(Proceedings of Annual Conference ofBridge and Structure Institute of China),1995, pp.413-417.
76.邵旭東、程翔雲、黎莉.“柳州市文惠橋—鋼管混凝土中承式拱橋撓度的檢測與分析”全國橋梁學術討論會論文集(Proceedings of Annual Conference ofBridge and Structure Institute of China),1995, pp.422-425.
77.金曉勤、邵旭東.“註冊結構工程師考試中橋梁結構的復習要點”，工程建設標準化 2002年2月No.1,pp43-47
78. 孟 傑、趙 華、朱 平、邵旭東.“桂林解放大橋的施工監測”全國橋梁學術討論會論文集(Proceedingsof Annual Conference of Bridge and Structure Institute of China),2001,pp 250-255.
79.邵旭東、彭建新.“基於壽命周期成本（LCC）的橋梁設計方法研究”，中國公路學會橋梁和結構工程分會2005年全國橋梁學術會議論文集，2005.
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