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王彦博,男,1983年生。现任同济大学土木工程学院副教授、博士生导师。

主要从事高性能组合结构、钢与混凝土的本构模型、高强钢结构、装配式钢结构建筑的研究。近年来,主持国家自然科学基金项目2项、国家自然科学基金重点国际合作项目子课题1项,主持十三五国家重点研发计划子课题1项、省部级及企业横向课题10余项。科研成果获得省部级科技进步奖1项、省部级优秀博士论文成果奖1项,指导学生参加全国钢结构竞赛获奖特等奖1项、一等奖1项。
   近年来出版英文专著1本、中文专著1本,在国内外学术期刊发表学术论文70余篇,其中SCI检索期刊论文51篇,EI检索论文15篇,其中1篇英文学术期刊论文入选国际钢结构权威学术期刊Journal of Constructional Steel Research高被引论文,1篇中文学术期刊论文入选领跑者F5000顶尖学术论文。

 

学习经历

2001 - 2005 武汉理工大学 土木工程 学士

2008 - 2012 同济大学 结构工程 博士

2010 - 2011 新加坡国立大学 结构工程 博士联培

 

工作经历

2013 - 2017 新加坡国立大学 土木与环境工程系 研究员、高级研究员 

2017 - 今 同济大学 土木工程学院 建筑工程系 助理教授、副教授

 

学术兼职

现担任国际学术刊物《Frontiers in Materials》(JCR二区)客座编辑、《建筑结构学报》英文编审,并担任国内外《Journal of Constructional Steel Research》、《Engineering Structures》、《Journal of Structural Engineering - ASCE》、《Thin-Walled Structures》、《ACI Structural Journal》、《Construction and Building Materials 》《Advances in Structural Engineering》《建筑结构学报》、《土木工程学报》、《工程力学》等多本土木工程领域权威学术期刊的特约审稿人。

 

代表论文

英文(SCI收录):

[1] Rn Ming-Ming, Sun Fei-Fei*, Li Guo-Qiang, Wang Yan-Bo. Mechanical behaviour of longitudinal lap-welded joints of high strength steel: Experimental and numerical analysis [J]. Thin-Walled Structures, 2021, 159: 107286.
[2] Wng Yuan-Zuo, Wang Yan-Bo*, Zhao Yuan-Zi, Li Guo-Qiang, Lyu Yi-Fan, Li Heng. Experimental study on ultra-high performance concrete under triaxial compression. Construction and Building Materials. 2020;263:120225.
[3] Yn Xiao-Lei, Li Guo-Qiang, Wang Yan-Bo*, Jiang Jin. Experimental and numerical investigation on flexural-torsional buckling of Q460 steel beams. Journal of Constructional Steel Research. 2020;174:106276.
[4] Hi Le-Tian, Li Guo-Qiang*, Wang Yan-Bo, Wang Yuan-Zuo. A fast calibration approach of modified Chaboche hardening rule for low yield point steel, mild steel and high strength steels [J]. Journal of Building Engineering, 2021, 38: 102168.
[5] Ci Wen-Yu, Jiang Jian, Wang Yan-Bo, Li Guo-Qiang*. Analysis of fracture behavior of high-strength steels in tension after fire exposure [J]. Engineering Structures, 2021, 231: 111750.
[6] Ci Wen-Yu, Jiang Jian, Wang Yan-Bo, Li Guo-Qiang*. Fracture behavior of high-strength steels at elevated temperatures [J]. Journal of Constructional Steel Research, 2020, 175: 106385.
[7] Hi Le-Tian, Li Guo-Qiang, Wang Yan-Bo, Cai Wen-Yu*. Hysteretic model of Q690 high-strength steel beam-columns considering cyclic deterioration. Journal of Constructional Steel Research. 2020;172:106158.
[8] L Guo-Qiang, Lyu Yi-Fan, Wang Yan-Bo*. State-of-the-art on resistance of bearing-type bolted connections in high strength steel. Frontiers of Structural and Civil Engineering. 2020;14:569-85.
[9] Lu Yi-Fan, Li Guo-Qiang, Wang Yan-Bo*, Behavior-Based Resistance Model for Bearing-Type Connection in High-Strength Steels [J]. Journal of Structural Engineering, 2020, 146(7): 04020109.
[10] Lyu Yi-Fan, Li Guo-Qiang, Wang Yan-Bo*, Li Heng, Wang Yuan-Zuo. Bearing behavior of multi-bolt high strength steel connections [J]. Engineering Structures, 2020, 212: 110510.
[11] Wang Yuan-Zuo, Li Guo-Qiang, Wang Yan-Bo*, Lyu Yi-Fan, Li Heng. Ductile fracture of high strength steel under multi-axial loading [J]. Engineering Structures, 2020, 210: 110401.
[12] Wang Yan-Bo, Wang Yuan-Zuo, Chen Kun, Li Guo-Qiang*. Slip factor between shot blasted mild steel and high strength steel surfaces [J]. Journal of Constructional Steel Research, 2020, 168: 105969.
[13] Wang Yan-Bo, Wang Yuan-Zuo, Chen Kun, Jin Hua-Jian*. Slip factor of high strength steel with inorganic zinc-rich coating [J]. Thin-Walled Structures, 2020, 148: 106595.
[14] Xiong Ming-Xiang, Liew J. Y. Richard, Wang Yan-Bo*, Xiong De-Xin, Lai Bing-Lin. Effects of coarse aggregates on physical and mechanical properties of C170/185 ultra-high strength concrete and compressive behaviour of CFST columns [J]. Construction and Building Materials, 2020, 240: 117967.
[15] Ran Ming-Ming, Sun Fei-Fei, Li Guo-Qiang, Wang Yan-Bo*. Mechanical properties of mismatched high strength steel butt joints with three softened/hardened strength distribution patterns [J]. Thin-Walled Structures, 2020, 146: 106456.
[16] Wang Yan-Bo, Lyu Yi-Fan, Wang Yuan-Zuo*, Li Guo-Qiang, Richard Liew J. Y. A reexamination of high strength steel yield criterion [J]. Construction and Building Materials, 2020, 230: 116945.
[17] Hai Le-Tian, Wang Yan-Bo, Li Guo-Qiang*, Sun Fei-Fei, Wang Yuan-Zuo. Numerical investigation on cyclic behavior of Q690 high strength steel beam-columns [J]. Journal of Constructional Steel Research, 2020, 167: 105814.
[18] Sun Fei-Fei, Ran Ming-Ming*, Li Guo-Qiang, Wang Yan-Bo. Mechanical behavior of transverse fillet welded joints of high strength steel using digital image correlation techniques [J]. Journal of Constructional Steel Research, 2019, 162: 105710.
[19] Jiang Jin*, Ye Z. J., Bao W., Wang X., Wang Y. B., Dai X. H. Flexural buckling behaviour of 690 MPa high strength steel H-section columns [J]. Engineering Structures, 2019, 200: 109718.
[20] Shen Qihan, Wang Jingfeng*, Wang Yanbo, Wang Fengqin. Analytical modelling and design of partially CFRP-wrapped thin-walled circular NCFST stub columns under axial compression [J]. Thin-Walled Structures, 2019, 144: 106276.
[21] Li Yan-Wen, Li Guo-Qiang*, Jiang Jian, Wang Yan-Bo. Seismic performance improvement of tension-only-braced frames with Energy-Dissipative Rocking Columns [J]. Engineering Structures, 2019, 196: 109286.
[22] Li Yan-Wen, Li Guo-Qiang*, Jiang Jian, Wang Yan-Bo. Use of energy-dissipative rocking columns to enhance seismic performance of buckling-restrained braced frames [J]. Journal of Constructional Steel Research, 2019, 159: 548-559.
[23] Li Yan-Wen, Li Guo-Qiang*, Jiang Jian, Wang Yan-Bo. Experimental study on seismic performance of RC frames with Energy-Dissipative Rocking Column system [J]. Engineering Structures, 2019, 194: 406-419.
[24] Li Guo-Qiang, Liu Kang, Wang Yan-Bo*, Dai Ziquan. Moment resistance of blind-bolted SHS column splice joint subjected to eccentric compression [J]. Thin-Walled Structures, 2019, 141: 184-193.
[25] Hai Le-Tian, Li Guo-Qiang, Wang Yan-Bo*, Sun Fei-Fei, Jin Hua-Jian. Experimental investigation on cyclic behavior of Q690D high strength steel H-section beam-columns about strong axis [J]. Engineering Structures, 2019, 189: 157-173.
[26] Jiang Jin*, Bao W., Peng Z. Y., Wang Y. B., Liu J., Dai X. H. Experimental investigation on mechanical behaviours of TMCP high strength steel [J]. Construction and Building Materials, 2019, 200: 664-680.
[27] Wang, Yan-Bo, Yuan-Zuo Wang, Kun Chen, and Guo-Qiang Li*. "Slip factors of high strength steels with shot blasted surface." Journal of Constructional Steel Research 157 (2019): 10-18.
[28] Wang Yan-Bo, Lyu Yi-Fan, Li Guo-Qiang*, Liew J. Y. Richard. Bearing-strength of high strength steel plates in two-bolt connections [J]. Journal of Constructional Steel Research, 2019, 155: 205-218.
[29] Yi-Fan Lyu, Yan-Bo Wang*, Guo-Qiang Li, Jin Jiang, Numerical analysis on the ultimate bearing resistance of single-bolt connection with high strength steels, Journal of Constructional Steel Research [J], 2019, 153: 118-129.
[30] Ran Ming-Ming, Sun Fei-Fei*, Li Guo-Qiang, Kanvinde Amit, Wang Yan-Bo, Xiao Robert Y. Experimental study on the behavior of mismatched butt welded joints of high strength steel [J]. Journal of Constructional Steel Research, 2019, 153: 196-208.
[31] Sun Fei-Fei, Ran Ming-Ming*, Li Guo-Qiang, Kanvinde Amit, Wang Yan-Bo, Xiao Robert Y. Strength model for mismatched butt welded joints of high strength steel [J]. Journal of Constructional Steel Research, 2018, 150: 514-527.
[32] Hai Le-Tian, Sun Fei-Fei, Zhao Chen*, Li Guo-Qiang, Wang Yan-Bo. Experimental cyclic behavior and constitutive modeling of high strength structural steels [J]. Construction and Building Materials, 2018, 189: 1264-1285.
[33] Zhang Jing-Zhou, Li Guo-Qiang*, Wang Yan-Bo, Jiang Jian. Theoretical investigations on load-bearing capacity of RC flat-plate framed structures subject to middle column loss [J]. Structural Design of Tall and Special Buildings, 2018, 27(6): 1-22.
[34] Yan XL, Li GQ, Wang YB*, Q460C welded box-section columns under eccentric compression, Structures and Buildings, 2018, 171(8): 611-624
[35] Wang YB, Li GQ*, Sun X, Chen SW and Hai LT, Evaluation and prediction of cyclic response of Q690D steel, Structures and Buildings, 2017, 170(110):788-803.  
[36] Wang, Y.-B., Lyu, Y.-F., Li, G.-Q*., Liew, J.Y.R., Behavior of single bolt bearing on high strength steel plate, Journal of Constructional Steel Research [J], 2017, 137: 19-30.
[37] Du Y, Chen Z*, Wang Y-B, Richard Liew JY. Ultimate resistance behavior of rectangular concrete-filled tubular beam-columns made of high-strength steel [J]. Journal of Constructional Steel Research. 2017; 133:418-433.
[38] Wang, Y.-B., Liew, J.Y.R*. Constitutive model for confined ultra-high strength concrete in steel tube [J]. Construction and Building Materials, 2016, 126: 812-822.
[39] Wang, Y.B.*, Liew, J.Y.R., Lee, S.C., Xiong, D.X. Experimental Study of Ultra-High-Strength Concrete under Triaxial Compression [J]. ACI Materials Journal, 2016, 113(1): 105-112.
[40] Chen, S-W., Chen, X., Wang, Y.-B.*, Lu, Z., Li, G.-Q. Experimental and numerical investigations of Q690D H-section columns under lateral cyclic loading [J]. Journal of Constructional Steel Research, 2016, 121: 268-281.
[41] Li, T.-J., Li, G.-Q.*, Chan, S.-L., Wang, Y.-B. Behavior of Q690 high-strength steel columns: Part 1: Experimental investigation [J]. Journal of Constructional Steel Research, 2016, 123: 18-30.
[42] Li, T.-J., Liu, S.-W., Li, G.-Q.*, Chan, S.-L., Wang, Y.-B. Behavior of Q690 high-strength steel columns: Part 2: Parametric study and design recommendations [J]. Journal of Constructional Steel Research, 2016, 122: 379-394.
[43] Wang Y-B, Li G-Q*, Cui W, Chen S-W, Sun F-F. Experimental investigation and modeling of cyclic behavior of high strength steel, Journal of Constructional Steel Research [J]. 2015; 104: 37-48.
[44] Li G-Q, Wang Y-B*, Chen S-W, The Art of Application of High-strength Steel Structures for Buildings in Seismic Zones, Advanced Steel Construction [J]. 2015; 11(4): 492-506.
[45] Li T-J, Li G-Q*, Wang Y-B, Residual stress tests of welded Q690 high-strength steel box- and H-sections, Journal of Constructional Steel Research [J]. 2015; 115:283-289.
[46] Wang Y-B, Li G-Q*, Cui W, Chen S-W. Seismic behavior of high strength steel welded beam-column members. Journal of Constructional Steel Research [J]. 2014; 102:245-55.
[47] Wang Y-B, Li G-Q*, Chen S-W, Sun F-F. Experimental and numerical study on the behavior of axially compressed high strength steel box-columns. Engineering Structures [J]. 2014; 58:79-91.
[48] Wang Yan-Bo, Li Guo-Qiang*, and Chen Su-Wen. The assessment of residual stresses in welded high strength steel box sections [J]. Journal of Constructional Steel Research, 2012, 76(0): 93-99.
[49] Wang Yan-Bo, Li Guo-Qiang*, Chen Su-Wen and Sun Fei-Fei. Experimental and numerical study on the behaviour of axially compressed high strength steel columns with H-section [J]. Engineering Structures, 2012, 43(0): 149-159.
[50] Wang Yan-Bo, Li Guo-Qiang*, and Chen Su-Wen. Residual stresses in welded flame-cut high strength steel H-sections [J]. Journal of Constructional Steel Research, 2012, 79(0): 159-165.


中文

[1] 李国强,张文津,王彦博*,孙飞飞,金华建.消能摇摆高位隔震结构体系的地震反应特性[J].建筑结构学报,2020,41(08):79-87.
[2] 陈红磊,王彦博,陈琛,张文韬.某模块化钢结构大学生公寓结构设计[J].钢结构(中英文),2019,34(08):46-49+61.
[3] 吕一凡,李国强,王彦博*.超500MPa级高强钢承压型螺栓连接承载力试验研究[J].工程力学,2019,36(05):200-207+215.
[4] 王彦博,陈坤,李国强*.高强钢与普通钢混合连接抛丸表面抗滑移系数试验研究[J].土木工程学报,2018,51(12):21-27+89
[5] 王彦博,陈坤,李国强*.超500 MPa级高强钢抛丸及抛丸后生赤锈表面抗滑移系数试验研究[J].建筑结构学报,2018,39(07):162-168.
[6] 李国强*,李天际,王彦博.Q690钢焊接H形截面轴压柱整体稳定性能研究及设计方法[J].土木工程学报,2018,51(02):1-10+31.
[7] 李国强*,李天际,王彦博. Q690高强钢焊接箱形轴压构件整体稳定研究及设计建议[J]. 建筑结构学报,2017,38(10):1-9.
[8] 陈素文,陆志立,李国强,韦明,王彦博,陈星. Q690D高强钢焊接截面柱低周反复加载试验研究[J]. 建筑结构学报,2014,35(12):97-103.
[9] 王彦博, 李国强, 陈素文, 孙飞飞. Q460高强钢焊接H形柱轴心受压力学性能数值分析. 建筑钢结构进展, 2013, 15(05): 1-7.
[10] 王彦博, 李国强, 陈素文, 孙飞飞. Q460高强钢焊接H形柱轴心受压极限承载力参数分析. 建筑钢结构进展, 2013, 15(05): 8-13.
[11] 李国强, 王彦博, 陈素文, 崔嵬, 孙飞飞. Q460C高强度结构钢焊接H形和箱形截面柱低周反复加载试验研究. 建筑结构学报. 2013; 34(3): 21-27.
[12] 李国强, 王彦博, 陈素文, 崔嵬. Q460C高强度钢柱滞回性能有限元分析. 建筑结构学报. 2013; 34(3): 30-35.
[13] 孙飞飞, 谢黎明, 崔嵬, 李国强*, 陈素文, 王彦博. Q460高强钢单调与反复加载性能试验研究. 建筑结构学报. 2013; 34(1): 30-35.
[14] 李国强*, 王彦博, 陈素文, 孙飞飞. 高强度结构钢研究现状及其在抗震设防区应用问题. 建筑结构学报. 2013; 34(1): 1-13.
[15] 王彦博, 李国强*, 陈素文, 孙飞飞. Q460钢焊接H形柱轴心受压极限承载力试验研究. 土木工程学报. 2012; 45(6): 58-64.
[16] 王彦博*, 李国强, 陈素文, 孙飞飞. Q460高强钢焊接箱形柱轴心受压力学性能数值分析. 工业建筑. 2012; 42(1): 29-35.
[17] 李国强, 王彦博, 陈素文. 高强钢焊接箱形柱轴心受压极限承载力试验研究. 建筑结构学报. 2012, 33(3): 8-14.
[18] 李国强, 王彦博, 陈素文, 孙飞飞. Q460高强钢焊接箱形柱轴心受压极限承载力参数分析. 建筑结构学报. 2011,32(11):149-155. 

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              

招生信息:

欢迎广大学子报考,研究生将根据个人兴趣和志向,安排学术科研型或工程应用型课题,根据学习情况成绩优异者毕业后可推荐国内外优秀高校继续深造,或推荐行业领先设计咨询、开发商及施工企业就业。

 

邮箱:ybwang@tongji.edu.cn

电话:021-65987051

 

 

 

 

 

 

 

 

 

 

 

 

地址:上海市四平路1239号同济大学土木大楼A520室 邮编:200092 联系电话:021-65982975 传真:021-65983431

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