• 姓名: 黄志
  • 职称: 讲师
  • 学位: 博士
  • 湖南科技大学
  • 土木工程学院
教育背景

2017年毕业于中南大学土木工程学院土木工程专业,获工学博士学位;

2015年3月至2016年4月国家留学基金委(CSC)公派至美国宾州州立大学(The Pennsylvania State University)联合培养,从事组合结构抗震性能研究。

学术成果
近年来,主要参与国家自然科学基金2项,湖南省研究生科研创新项目1项及多项横向课题。已在国内外刊物发表论文10余篇,其中SCI收录6篇,EI收录4篇。
科研项目

[1] 国家自然科学基金面上项目,强震作用下高层与超高层巨型组合结构的倒塌失效机理及控制研究,批准号51378502,主持人:蒋丽忠,2014.1-2017.12,80万元,已结题,参加,负责失效机理分析及巨型框架结构振动台试验;

[2] 国家自然科学基金面上项目,高层与超高层巨型组合结构体系抗震性能研究, 批准号51078355,主持人:蒋丽忠,2011.1-2013.12,38万元,已结题,参加,负责抗震理论分析;

[3] 湖南省博士研究生科研创新项目,强震作用下高层与超高层巨型组合结构体系的倒塌失效机理研究,批准号CX2012B060,2011.1-2012.12,1万,已结题,主持。

论文专著

[1]Z.,Huang, L.Z., Jiang*, W.B., Zhou, S., Chen (2016), “Studies on Restoring Force Model of Concrete Filled Steel Tubular Laced Column to Composite Box-Beam Connection”, Steel and Composite Structures, 22(6), pp.1217-1238. (DOI: 10.12989/scs.2016.22.6.1217, SCI检索:000391138700001,JCR1区, IFs:3.198)

[2]Z., Huang, L.Z., Jiang*, Y. Frank Chen*, Y., Luo, W.B., Zhou (2017), “Experimental study on the seismic performance of concrete filled steel tubular laced columns”, Steel and Composite Structures. (SCI检索,JCR1区, IFs:3.198,Accepted)

[3]L.-Z. Jiang, Z. Huang*, W.-B. Zhou and X.-X. Sun (2014), “Mechanical behaviour research of long span prestressed steel–concrete composite beam”, Materials Research Innovations, 18(S2), pp.28-32. (SCI检索:000337146600006,JCR4区)

[4]Zhi Huang, Jinhui Wang,Lizhong Jiang, Ming Wang (2013), “Correlation Research between Landslide Thrust and Invading Width of Rock for Rock-Socketed Anti-sliding pile in Steep Slope”, Electronic Journal Geotechnical Engineering, 18(Z), pp.5957-5966. (EI检索:20140317216361)

[5]Huang Zhi, Jiang Lizhong, Zhou Wangbao (2013), “Mechanical Behavior Research for the Interior Joint of New Light-weight Portal Rigid Frame (Ⅱ)”, Applied Mechanics and Materials, Vols. 351-352, pp.454-459. (EI检索:14342624)

[6]Huang Zhi, Jiang Lizhong, Zhou Wangbao (2012), “Force Performance Research for the Interior Joint of New Light-weight Portal Rigid Frame”, Advanced Materials Research, Vol.499, pp.388-392. (EI检索:13807322)

[7]Zhou, W. *, Li, S., Huang, Z. and Jiang, L. (2016), “Distortional buckling of I-steel concrete composite beams in negative moment area”,Steel and Composite Structures, 20(1), pp.57-70.(SCI检索: 000372603200004, JCR1区, IFs:3.198)

[8]Zhou, W. *, Jiang, L., Huang, Z. and Li, S. (2016), “Flexural natural vibration characteristics of composite beam considering shear deformation and interface slip”, Steel and Composite Structures, 20(5), pp.1023-1042. (SCI检索: 000376827300004 , JCR1区, IFs:3.198)

[9]Zhou, W. *, Li, S., Jiang, L. and Huang, Z. (2015), “Distortional buckling calculation method of steel-concrete composite box beam in negative moment area”, Steel and Composite Structures, 19(5), pp.1203-1219. (SCI检索:000367923000008, JCR1区, IFs:3.198)