湖南大學(xué)

邵旭東：男，教授，博士生導(dǎo)師

職務(wù)：橋梁工程系主任，橋梁研究所所長

工作單位：湖南大學(xué)土木工程學(xué)院

聯(lián)系地址：湖南省長沙市岳麓山，410082

辦公電話：0731-8822221

電子郵件：shaoxd@hnu.cn；shaoxd@vip.163.com

主要研究方向：大跨與新型橋梁結(jié)構(gòu)研究；橋梁檢測(cè)與加固技術(shù)

主要學(xué)術(shù)任職：

1、湖南大學(xué)學(xué)術(shù)委員會(huì)委員

2、中國公路學(xué)會(huì)青年專家委員會(huì)委員

3、中國工程建設(shè)標(biāo)準(zhǔn)化協(xié)會(huì)橋梁專業(yè)委員會(huì)委員

4、全國高等學(xué)校教材（路橋類）編審委員會(huì)委員

5、國際橋梁與結(jié)構(gòu)工程協(xié)會(huì)(IABSE)會(huì)員

6、湖南省公路學(xué)會(huì)橋隧學(xué)科分會(huì)副理事長

7、交通部十百千人才工程第一層次人選

8、國家自然科學(xué)基金項(xiàng)目評(píng)審專家

9、《橋梁》、《中南公路工程》雜志編委

目前主持的主要科研項(xiàng)目：

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，國家自然科學(xué)基金項(xiàng)目；

2、無縫化技術(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；

3、全無縫橋梁受力機(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；

4、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，長沙市環(huán)線建設(shè)指揮部項(xiàng)目；

5、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；

6、長聯(lián)無縫橋梁技術(shù)研究，廣西交通廳基金項(xiàng)目；

7、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；

8、大跨度桁式懸索橋加勁梁研究，湖南省交通廳基金項(xiàng)目；

9、超高橋墩技術(shù)研究，河南省交通廳基金項(xiàng)目；

10、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；

獲得的獎(jiǎng)勵(lì)：

1、《斜塔豎琴式斜拉橋的設(shè)計(jì)與施工》，2007年湖南省科技進(jìn)步一等獎(jiǎng)（排名第1）；

2、《無縫橋梁用無縫接線路面構(gòu)造的研究與應(yīng)用》，2006年教育部高等學(xué)校專利二等獎(jiǎng)（排名第1）；

3、《多塔斜拉橋新技術(shù)研究》，2004年國家科技進(jìn)步二等獎(jiǎng)（排名第7），2005年湖南省科技進(jìn)步一等獎(jiǎng)（排名第7）

4、《長沙湘江南大橋工程》，2001年湖南省優(yōu)秀設(shè)計(jì)一等獎(jiǎng)（排名第3）

5、《長沙市瀏陽河洪山大橋》，2008年教育部優(yōu)秀結(jié)構(gòu)設(shè)計(jì)創(chuàng)新一等獎(jiǎng)（排名第1）

獲得專利：

1、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)：ZL200710192479.3）

2、發(fā)明專利：無縫橋梁的無縫接線路面（專利號(hào)：ZL200310110474.3）

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)：ZL200510031429.8）

4、實(shí)用新型專利：路橋全無縫橋梁（專利號(hào)：ZL200320113999.8）

5、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)：ZL200420035231.8）

6、實(shí)用新型專利：二次張拉預(yù)應(yīng)力錨具（專利號(hào)：ZL200420035230.3）

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(China Communications Press)2007

2．《橋梁設(shè)計(jì)百問(Bridge Design－QuestionsandAnswers)》第二版，邵旭東、胡建華編著，人民交通出版社(ChinaCommunicationsPress)2005

3．《橋梁設(shè)計(jì)百問(Questions and Answers for Bridge Design)》第一版，邵旭東主編，人民交通出版社(ChinaCommunicationsPress)2003.ISBN:7-114-04565-4

4．《橋梁工程(Bridge Engineering)》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(ChinaCommunicationsPress)2005.

5．《橋梁工程(Bridge Engineering)》（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(ChinaCommunicationsPress)2004.ISBN:7-114-04796-7

6．《橋梁工程(Bridge Engineering)》（大土木非路橋?qū)�業(yè)本科教材）邵旭東主編，武漢理工大學(xué)出版社(WuhanUniversityofTechnologyPress)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，邵旭東副主編高等教育出版社（HigherEducationPress）2004.ISBN:7-04-014491-3

8．《橋梁工程(Bridge Engineering)》（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(ChinaCommunicationsPress)2005.

中文學(xué)術(shù)論文（部分):

1.邵旭東.“橋梁現(xiàn)狀動(dòng)態(tài)識(shí)別的試驗(yàn)研究(Experimental Study on Dynamic 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 structure of 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 on the Creep Behavior of Twice Prestressed Concrete 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.“無背索斜拉橋的概念、設(shè)計(jì)與施工（The concept, design, and construction of 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（Theoretical study and model test on the capacity of orthotropic U-rib 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道數(shù)決策研究（Planning decision based on life-cycle cost 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.“半整體式全無縫橋梁研究（A study of fully jointless bridge-approach system with semi-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裂和時(shí)變可靠度的影響（Climate change, CO2 emission and effects on carbonation-induced cracking and time-dependent reliability of reinforced concrete 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 Full Range for RC Framed Structures)” 中國公路學(xué)報(bào)(China Journal of Highway and Transport) 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)” 中國公路學(xué)報(bào)(China Journal of Highway and Transport) 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 Composite Structure)” 中國公路學(xué)報(bào)(China Journal 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 Finite Element Analysis for Long-Span Trussed CFST Arch Bridge)” 中國公路學(xué)報(bào)(China Journal of Highway and Transport).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 Concrete Pylon for Cable-Stayed Bridge）” 中國公路學(xué)報(bào)(China Journal of Highway and Transport) Vol.14,No.2,April 2001, 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 for Mechanics of Abutment Pile Foundation on Soft Ground）” 中國公路學(xué)報(bào)(China Journal of Highway and Transport) 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(yīng)（Shear Lag Effects in Steel-concrete Composite Spine Girder with Long Cantilevered Flanges)” 中國公路學(xué)報(bào)(China Journal of Highway and Transport).2008,21(3), pp57-63.

16.邵旭東、王皓磊、昌穎、張陽.“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 Mechanical Characteristic Analysis of Multi-cantilever Prestressed Composite Beams with Corrugated Steel Webs)” 中國公路學(xué)報(bào)(China Journal of Highway and Transport).2008,21(4), pp67-73.

17.邵旭東、占雪芳、金曉勤、陳志新“帶地梁的新型無縫橋梁溫度效應(yīng)研究(Temperature Effect of Innovative Semi-Integral Abutment Jointless Bridge with Ground Beam)” 中國公路學(xué)報(bào)(China Journal of Highway and 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 Solution for 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 concrete-filled steel tubular arch rib）”工程力學(xué)（Engineering Mechanics）,Vol.24,No.6, 2007, pp.79-85.

20.邵旭東、昌穎、張陽、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-cantilever composite beam with corrugated steel web” 工程力學(xué)（Engineering Mechanics）,Vol.25,No.7, 2008, pp.110-117.

英文學(xué)術(shù)論文:

1.Xudong Shao, Hua Zhao, Lifeng Li, “Design and Experimental Study of a Harp Shaped Single Span Cable-Stayed Bridge”  ASCE’s Journal of Bridge Engineering. 2005 Vol.10, No.3, pp658-665

2.Xudong Shao, Jianxin Peng, Lifeng Li, Banfu Yan, Jianhua Hu “Time-dependent Behavior of Concrete-Filled Steel Tubular Arch Bridge” ASCE’s Journal of Bridge Engineering. 2010 Vol.15, No.1, pp98-107

3.Xudong Shao, Haolei Wang, Hua Zhao, Ying Chang “Experimental study on Multicantilever Prestressed Composite Beams with Corrugated Steel Webs” ASCE’s Journal of Structural Engineering. 2010 Vol.136, No.9

4.“Experimental Research on and Application of Twice-Prestressed Concrete 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 Prestressed Concrete Beam”, Structural Engineering International, February 2006 Vol.16, No.1 pp53-58

6.Xiaoqin Jin, Xudong Shao, Wanghu Peng, Banfu Yan. “A new category of Semi-integral Abutment in China”, Structural Engineering International,2005 Vol.15, No.3 pp 186-189

7.YangZhang, Xudong Shao, Lifeng Li.“Spatial Stress Analysis for Large Cantilevered Steel-Concrete Composite Bridge Decks”.  Advances in Steel Structures,2005

8.Hua Zhao, Xudong Shao. “The design and Experimental Study of the Steel-Concrete Composite Box Girder of a Harp-Shaped Single Span Cable-Stayed Bridge”， Advances in Steel Structures,2005.

9.Wanghu Peng, Xudong Shao, Lifeng Li.“Design of Main Girder of a Harp Shaped Cable-Stayed Bridge”， Advances in Steel Structures,2005.

10.Jianxin Peng, Xudong Shao.“Research framework of life-cycle performance based bridge design method”， Structural Health Monitoring and Intelligent Infrastructure,2005.

11.Xiaoqin Jin, Xudong Shao. “New Technologies in China’s first Jointless Integral-Abutment Bridge” Proceeding of IABSE Symposium 2004, Shanghai, China, Sept. 22-24, 2004.

12.Hua Zhao, Xudong Shao. “An Analysis of Ultimate Bearing Capacity of Reinforced Concrete Arch Bridges” Proceeding of IABSE Symposium 2004, Shanghai, China, Sept. 22-24, 2004.

13.Banfu Yan，A.Miyamoto，Xudong Shao，“Comparison of time-frequency analysis based methods for modal parameter extraction of bridge structure” Proceeding of IABMAS, 2004,Kyoto,Japan（The second International Conference of International Association for Bridge Maintenance and Safety）P.895-896

14.Songbo.Cai，Xudong Shao，Shengpu Shen，Jiang Ye，Yang Zhang，“A quasi-arch length method and its computer implementation for NFEM” Proceeding of the Sixth World Congress on Computational Mechanics，P.184

15.Jianxin Peng, Xudong Shao, Xiaoqin Jin. “Research on lifetime performance-based bridge design method” Proceeding of IABMAS, 2006,Porto, Portugal.

16.Xiaoqin Jin, Xudong Shao. Experience of innovative Integral Bridges in China. Proceedings of 7th International Conference on Short & Medium Span Bridges in Canada, August 23rd to 25th, 2006: ID-003-1~ ID-003-9

17.Xudong Shao, Jianxin Peng,Yan Banfu, Bridge multi-index performance assessment model  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 capacity of repeatedly prestressed concrete beam  Frontiers of Architecture and Civil Engineering in China  August 2007: Vol.1 No.3 P305-311

19.Jianxin Peng, Xudong Shao, Mark G. Stewart. Design Planning Decision for Deteriorating Wearing Surfaces based on Whole-life Design Considering Life-cycle Cost, Proceeding of 4th International conference on bridge maintenance, safety and management, Seoul, Korea, 2008.

20.Jianxin Peng, Xudong Shao. Bridge material decision for deteriorating structures based on whole-life optimum design considering life-cycle cost, Proceeding of the 2nd International Conference on Structural Condition Assessment, Monitoring and Improvement (SCAMI-2), 19-21 November 2007, Changsha, China.