姓名：黄维

职称：副教授

职务：无

性别：男

最高学历：博士研究生

学科：工学

办公地点：力学楼407室

联系方式：18807199155

电子邮箱：whuang@whut.edu.cn

研究简历

研究方向：

工程材料力学与防灾减灾

研究背景：

致力于通过优化材料性能、创新防灾技术、加强国际合作以及落实政策规划，提高工程结构的安全性和对自然灾害的抵御能力，以保护人类生命财产安全，促进社会经济的可持续发展。

项目及成果简介：

主持国家自然科学基金项目1项，军工横向项目1项，企业横向项目4项。在结构工程领域期刊上发表论文15篇，授权专利3项、软著1项。

研究领域：

1、 智能材料与结构力学

2、 工程结构防灾减灾

3、 可持续材料与结构

教育经历

2004-09 – 2008-06 > 土木工程 > 本科 > 学士

2008-09 – 2011-06 > 结构工程 > 研究生 > 硕士

2011-09 – 2015-12 > 结构工程 > 研究生 > 博士

工作经历

2016-01 – 2018-10 > 武汉理工大学 > 讲师

2018-11 – 至今 > 122cc太阳集成游戏 > 副教授

社会兼职

[1] 结构工程领域期刊审稿人：

《Engineering Structure》

《Journal of Constructional Steel Research》

《Construction and Building Materials》

《Structures》

荣誉奖励

[1] 第九届122cc太阳集成游戏青年教师讲课一等奖

[2] WILEY “Top Cited Article 2021-2022”高被引论文奖

代表性成果

论文：

[1] Huang W, Shen M, Liu J, et al. Study on seismic performance of an innovative single-tube self-centering buckling-restrained brace[J]. Journal of Constructional Steel Research, 2023, 211: 108185.

[2]Shen M, Zhou Z, Liu J, Huang W*. Hysteretic behavior and resilience analysis of a new self-centering buckling restrained braces[J]. Soil Dynamics and Earthquake Engineering, 2023, 173: 108131.

[3]Zhou Z, Huang W, Wang X*. Experimental assessment and compressive constitutive model of rubberized concrete confined by steel tube[J]. Progress in Rubber, Plastics and Recycling Technology, 2023: 14777606231181414.

[4]申茂宇, 黄维*, 肖翔, 等. 圆钢管约束橡胶集料混凝土的受压本构行为研究[J]. 力学季刊, 2023, 44(2): 482.

[5]周知, 胡颖鹏, 彭翔, 黄维. 不同应变率下钢纤维橡胶混凝土的抗压强度研究[J]. 122cc太阳集成游戏学报, 2021, 43(11): 57-62.

[6]Shen M, Huang W, Liu J, et al. Axial compressive behavior of rubberized concrete-filled steel tube short columns[J]. Case Studies in Construction Materials, 2021: e00

[7]Hu J, Sun M, Huang W, et al. Debonding failure in FRP reinforced SHCC beams induced from multiple flexural-shear cracks under three-point bending test[J]. Computer Modeling in Engineering & Sciences, 2021, 127(1): 192-208.851.

[8]肖翔，黄维*，申茂宇，周知，刘记立. 钢管约束橡胶集料混凝土短柱轴压试验研究. 试验力学, 2021, 36(6): 771-782,

[9]Zhou Z, Qian J, Huang W*, et al. Seismic damage assessment of a supertall tubed mega frame structure based on a simplified finite element model. Structural Design of Tall and Special Buildings, 2021, 30(7): e1846.

[10]邢浩然, 毛念东, 杨欣然, 周知, 黄维*. 钢管橡胶集料混凝土短柱轴压性能的试验研究. 硅酸盐通报, 2021, 40(7):244-254.

[11]Wei Huang, Xiege Huang, Qiong Xing, Zhi Zhou*. Strength reduction factor of crumb rubber as fine aggregate replacement in concrete. Journal of Building Engineering, 2020, 32(11): 101346.

[12]Wei Huang*, Zhangchen Fan, Peiliang Shen, Linnu Lu*, ZhiZhou. Experimental and numerical study on the compressive behavior of micro-expansive ultra-high-performance concrete-filled steel tube columns. Construction and Building Materials, 2020, 254(9): 119150.

[13]刘杨, 何超, 黄嘉亨, 肖翔, 黄维*, 周知. 橡胶集料等体积替换细骨料对混凝土抗压强度的影响. 硅酸盐通报, 2020, 39(9):49-56.

[14]周知, 钱江*, 黄维. 修正的RC剪力墙构件Park-Ang损伤模型. 力学季刊, 2019, 40(1):97-105.

[15]肖翔, 黄维*, 郭振宇等. 内置钢板-混凝土剪力墙抗剪承载能力模拟研究. 建筑科学, 2019,35(09):84-91.

[16]Zhi Zhou, Jiang Qian, Wei Huang*. Numerical Study on Deformation Capacity of Steel Plate Reinforced Concrete Shear Walls. Advances in Civil Engineering 2019(5):1-13.

[17]Huang W*, Qian J, Zhou Z. Study on the Shear Capacity of an SRC-RC Transfer Column. Journal of Asian Architecture and Building Engineering, 2018, 17(3): 557-564.

[18]Huang W*, Zou M, Qian J, et al. Consistent damage model and performance-based assessment of structural members of different materials. Soil Dynamics and Earthquake Engineering, 2018, 109:266-272.

[19]黄维*, 钱江, 周知. 竖向混合结构转换柱构件抗剪承载力研究. 工程力学, 2018, 35(4):96-106.

[20]Huang W, Zhou Z*, Liu J. Analytical deformation characteristics and shear capacity of SRC-RC transfer columns. Journal of Constructional Steel Research, 2017, 138:692-700.

[21]Wei Huang*, Jiang Qian, Zhi Zhou. Seismic Damage Assessment of Steel Reinforced Concrete Members by a Modified Park-Ang Model. Journal of Asian Architecture and Building Engineering. 2016, 15(3):605-611.

[22]黄维*, 钱江, 周知. 考虑混凝土不同约束效应的型钢混凝土柱抗震性能模拟研究. 工程力学, 2016, 33(5): 157-165.

[23]Wei Huang, Jiang Qian*, Zhi Zhou, Qiushi Fu. An approach to equivalent damping ratio of vertically mixed structures based on response error minimization. Soil Dynamics and Earthquake Engineering, 2015, 72(5): 119-128.

[24]黄维*, 钱江, 梁飞飞, 周知. 竖向混合结构阻尼矩阵近似解耦计算的误差分析. 中南大学学报, 2015, 46(4): 1454-1460.

[25]黄维, 钱江. 基于损伤耗能的复杂高层建筑结构抗震性能分析. 第十五届高层建筑抗震技术交流会. 贵州, 贵阳. 2015.11.05.

[26]Huang Wei, Qian Jian. The Correlation Between Complicated Lateral Resisting System of the Shanghai Tower. Proceedings of the 11th World Congress on Computational Mechanics, July 20-25, 2014, Barcelona, Spain.

[27]黄维, 钱江*, 周知. 钢-混凝土竖向混合结构抗震设计阻尼比取值分析. 建筑结构学报, 2014, 35(S2): 8-15.

[28]黄维, 钱江*, 潘艳, 等. 复杂巨型结构多重抗侧力体系间相互影响关系分析. 地震工程与工程振动, 2014, 34(1): 62-70

[29]黄维, 钱江*, 周知. 竖向混合结构模态阻尼比计算研究. 振动与冲击, 2014, 33(13): 13-18.

[30]Huang Wei, Qian Jiang*, Fu QiuShi. Damage Assessment of RC Frame Structures under Mainshock-Aftershock Seismic Sequences. Proceedings of the 15th World Conference on Earthquake Engineering, September 24-28, 2012, Lisbon, Portugal.

[31]Huang Wei, Qian Jiang*, Zhuang BinBin. Damage assessment of RC frame structures under multi-earthquake sequences. Advanced Materials Research, 2012, 446: 739-747.

[32]黄维, 钱江*, 庄彬彬. 基于两次推覆分析考虑损伤效应的结构抗震性能评估. 结构工程师, 2011, 27(5): 111-117.

专利：

[1]一种再生混凝土单元块D型软体排及其制作方法（CN202010031668.8）

[2]一种混凝土压载块的制作模具（CN202020062508.5）

[3]一种止水对拉螺栓（ZL202322746811.3）

软件著作权：

[1]基于labview的热-力耦合循环加载控制系统（CA202207120001）