基本介紹
人物經歷,研究方向,科研項目,科研獎勵,發表論文,主講課程,
人物經歷
學習經歷:
1992-1997年,本科階段:清華大學工程力學系
1997-2000年,碩士研究生階段:清華大學工程力學系
2001-2004年,博士研究生階段:新加坡南洋理工大學土木與環境工程學院
工作經歷:
2004-2006年,煙臺大學土木工程學院,講師;
2006-2009年,煙臺大學土木工程學院,副教授,院長助理;
2009-2011年,煙臺大學土木工程學院,副教授,副院長;
2011-至今,煙臺大學土木工程學院,教授,副院長。
研究方向
鋼管結構;
鋼結構節點和連線;
鋼結構抗火、抗震;
鋼結構加固;
鋼-混凝土組合結構;
鋼結構穩定、疲勞及斷裂;
科研項目
[1].國家自然科學基金:環口板加強型管節點的性能研究(50808153),2009-2011,負責人。
[2].國家自然科學基金:第12屆結構檢測、評估、維修和維護國際會議(51010305058),2010-2010,負責人。
[3].國家自然科學基金:衝擊荷載作用下焊接管節點失效機理與對策研究(51108399),2011-2013,第2位。
[5].山東省自然科學基金:基於完全疊接形式的加強型焊接圓鋼管節點的抗震性能研究(ZR2009FM014),2010-2012,負責人。
[6].山東省自然科學基金:,2011-2014,第2位。
[7].教育部留學回國人員科研啟動基金:包含表面裂紋的海洋平台管道節點結構的殘餘疲勞壽命預測方法,2006-2008,負責人。
[8].山東省教育廳基金:混凝土材料中粘性裂紋擴展過程的預測方法(J05F01),2006-2008,負責人。
[9].山東高等學校科技計畫項目:焊接管桁架防撞性能及對策研究(J11LE11),2011-2014,第2位。
科研獎勵
[1]. 山東高等學校優秀科研成果三等獎:“海洋平台管節點結構疲勞破壞過程的研究方法(證書編號:2007Z30071)”,2007年,山東省教育廳;第1位;
[2]. 山東高等學校優秀科研成果三等獎:“工程結構的失效過程分析方法和設計原則(證書編號:2009Z30568)”,2009年,山東省教育廳;第1位;
[3]. 山東高等學校優秀科研成果三等獎:“鋼及鋼-混凝土組合結構節點的性能研究(證書編號:2011BZ30590)”,2011年,山東省教育廳;第1位;
[4]. 第9屆鋼結構、空間結構和組合結構國際會議(9th International Conference on Steel, Space & Composite Structures)最佳論文獎:“Prediction of hot spot stress distribution of tubular T-joints under axial load based on interpolation method”,2007年,獨立;
[5]. 第4屆結構災害防護國際會議(4th International Conference on Protection of Structures against Hazards)最佳論文獎:“Experimental test on hysteretic behaviour of tubular joints with chord reinforcement under cyclic loading”,2009年,獨立;
[6].煙臺大學“十一五”科研工作先進個人,2010年,獨立。
[7]. 煙臺大學研究生優秀碩士學位論文指導教師獎,論文題目:“管壁加厚型焊接鋼管節點的滯回性能研究”,研究生:李濤;2011年,獨立。
[8]. 山東省自然科學三等獎:“局部非線性系統的動力數值分析方法在土木工程中的套用研究(證書號:ZR2006-3-6-5)”,2007年,山東省科技廳;第5位。
發表論文
在國內外學術期刊和會議論文集上共發表學術論文110多篇,其中SCI和EI收錄59篇。
主講課程
《鋼結構設計原理》《專業英語》
代表性論文與著作
[1].Yong-Bo Shao(2004). “Proposed Equations of Stress Concentration Factor (SCF) for Gap Tubular K-Joints Subjected to Bending Load”,International Journal of Space Structures, Vol. 19, No. 3, pp. 137-147. (EI)
[2].Shao YongBo and Lie Seng Tjhen. (2005). “Parametric equation of stress intensity factor for tubular K-joint under balanced axial loads”,International Journal of Fatigue, Vol. 27, No. 6, pp. 666-679. (SCI, EI)
[3].Yong-Bo ShaoandZhen-Bin Cao(2005). “Experimental and numerical analysis of fatigue behaviour for tubular K-joints”,Structural Engineering & Mechanics, An International Journal, Vol. 19, No. 6, pp. 639-652. (SCI, EI)
[4].Y.B. Shao (2005). “Parametric equation of stress intensity factor for tubular K-joints under in-plane bending load”,International Journal of Space Structures, Vol. 20, No. 2, pp. 83-90. (EI)
[5].S.T. Lie, C.K. Lee, S.P. Chiew andY.B. Shao(2005). “Validation of surface crack stress intensity factors of a tubular K-joint”,International Journal of Pressure Vessels and Piping, Vol. 82, No. 8, pp. 610-617. (SCI, EI)
[6].S.T. Lie, C.K. Lee, S.P. Chiew andY.B. Shao(2005). “Mesh modelling and analysis of cracked uni-planar tubular K-joints”,Journal of Constructional Steel Research, Vol. 61, No. 2, pp. 235-264. (SCI, EI)
[7].Chi King Lee, Lie Seng Tjhen, Chiew Sing Ping andShao Yongbo(2005). “Numerical models verification of cracked tubular T, Y and K-joints under combined loads”,Engineering Fracture Mechanics, Vol. 72, No. 7, pp. 983-1009. (SCI, EI)
[8].Yong-Bo Shao(2006). “Analysis of stress intensity factor (SIF) for cracked tubular K-joints subjected to balanced axial load”,Engineering Failure Analysis, Vol. 13, No. 1, pp. 44-64. (SCI, EI)
[9].Shao Yong-Bo, Lie Seng-Tjhen, Chiew Sing-Ping, Huang Zhi-wei (2006). “Evaluation of geometrical effect on stress distribution for tubular T-joints under axial load”,International Journal of Space Structures, Vol. 21, No. 2, pp. 77-91. (EI)
[10].Lie S. T.,Shao Y. B., Lee C. K., Chiew S. P. (2006). “Stress intensity factor solutions for semi-elliptical weld-toe cracks in tubular K-joints”,Advances in Structural Engineering, Vol. 9, No. 1, pp. 129-138. (SCI, EI)
[11].Gao, F,Shao, Y. B.and Gho, W.M. (2007). “Stress and strain concentration factors of completely overlapped tubular joints under lap brace IPB load”,Journal of Constructional Steel Research, Vol. 63, No. 3, pp. 305-316. (SCI, EI)
[12].Shao Yong-Bo(2007). “Geometrical effect on the stress distribution along weld toe for tubular T- and K-joints under axial loading”,Journal of Constructional Steel Research, Vol. 63, No. 9, pp. 1351-1360. (SCI, EI)
[13].Shao Yong-Bo, Du Zhi-Fu, Lie Seng-Tjhen. (2009). ”Predict hot spot stress distribution for tubular K-joints under basic loadings”,Journal of Constructional Steel Research, Vol. 65, No. 10-11, pp. 2011-2026. (SCI, EI)
[14].SHAO Yong-Bo, Zhang Ji-Chao, Qiu Zhi-Heng, Shang Jie-Juan. (2009). “Strength analysis of large-scale multiplanar tubular joints with inner-plate reinforcement”,International Journal of Space Structures, Vol. 24, No. 3, pp. 161-177. (EI)
[15].SHAO Yong-Bo, Lie Seng-Tjhen, Chiew Sing-Ping. (2010). “Static strength of tubular T-joints with reinforced chord under axial compression”,Advances in Structural Engineering, Vol. 13, No. 2, pp. 369-378. (SCI, EI)
[16].Yong-Bo Shao, Tao Li, Seng-Tjhen Lie, Sing-Ping Chiew. (2011). “Hysteretic behaviour of square tubular T-joints with chord reinforcement under axial cyclic loading”,Journal of Constructional Steel Research, Vol. 67, No. 1, pp. 140-149. (SCI, EI)
[17].Yong-Bo Shao, Seng-Tjhen Lie, Sing-Ping Chiew, Yan-Qing Cai. (2011). “Hysteretic performance of circular hollow section tubular joints with collar-plate reinforcement”,Journal of Constructional Steel Research, Vol. 67, No. 12, pp. 1936-1947. (SCI, EI)
[18].Lie S.T., Li,T.,Shao Y.B.(邵永波). (2012). Estimation of stress intensity factors in tubular K-joints using direct and indirect methods.Advanced Steel Construction, Vol. 8, No. 1, pp. 17-37. (SCI, EI)
[19].Sing-Ping Chiew, Ji-Chao Zhang,Yong-Bo Shao(邵永波), Zhi-Heng Qiu. (2012). Experimental and Numerical Analysis of Complex Welded Tubular DKYY-joints. Advances in Structural Engineering, Vol. 15, No. 9, pp. 1585-1594. (SCI, EI)
[20].Hamid Ahmadi, Mohammad Ali Lotfollahi-Yaghin,Shao Yong-Bo(邵永波), Mohammad H. Aminfar. (2012). Parametric study and formulation of outer-brace geometric stress concentration factors in internally ring-Stiffened tubular KT-joints of offshore structures.Applied Ocean Research, Vol. 38, pp. 74-91. (SCI, EI)
[21].Y. Che, Q.L. Wang,Y.B. Shao(邵永波). (2012). Compressive performances of the concrete filled circular CFRP-Steel tube (C-CFRP-CFST).Advanced Steel Construction, Vol. 8, No. 4, pp. 331-358. (SCI, EI)