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魏威

副教授

中共党员

承担课程:《工程施工》《工程造价管理软件应用》《智能建造与管理创新》等

联系方式:13986173167

Email:weiwei0729@mail.hzau.edu.cn

研究方向:公共工程项目治理、智能建造与工程管理


  

个人简介

魏威,男,湖北武汉人,19897月生。20176月毕业于华中科技大学,获工学博士学位(硕博连读);20177月至20188月在日本京都大学任特定研究员,从事基础设施项目管理研究;201810月至20221月在华中科技大学任助理研究员(博士后合作导师:丁烈云院士),从事智能建造与工程管理研究。近年来发面国内外学术论文16篇,授权发明专利3项,担任《Frontiers of Engineering Management》《Automation in Construction》《Construction and Building Materials》《Engineering Structures》等多个期刊审稿人。

 

主持/参与的科研课题

主持:国家自然科学基金青年项目“基于低模量高阻尼橡胶的地铁盾构隧道自适应隔震机理研究”(编号:51908238),在研。

主持:中国博士后科学基金面上项目“考虑高阻尼橡胶自适应性能的地铁盾构隧道隔震控制研究”(编号:2019M652648),结题。

参与:国家自然科学基金重大项目“结构服役性能演化机理与寿命智能预测方法”(编号:52192664),在研。

 

近年来代表性论文

[1] Wei W, Ding L, Luo H, Li C, and Li G. Automated bughole detection and quality performance assessment of concrete using image processing and deep convolutional neural networks. Construction and Building Materials, 2021, 281: 122576.SCIJCR一区,中科院Top

[2] Wei W, Yuan Y, Igarashi A, Zhu H, and Tan P. Experimental investigation and seismic fragility analysis of isolated highway bridges considering the coupled effects of pier height and elastomeric bearings. Engineering Structures, 2021; 233: 111926.SCIJCR一区,中科院Top

[3] Wei W, Yuan Y, Igarashi A, Zhu H, and Tan P. Experimental investigation and seismic fragility analysis of isolated highway bridges considering the coupled effects of pier height and elastomeric bearings. Engineering Structures, 2021; 233: 111926.SCIJCR一区,中科院Top

[4] Yuan Y, Wei W*, and Ni Z. Analytical and experimental studies on an innovative steel damper reinforced polyurethane bearing for seismic isolation applications. Engineering Structures, 2021; 239: 112254. SCIJCR一区,中科院Top

[5] Kurino S, Wei W*, and Igarashi A. Seismic fragility and uncertainty mitigation of cable restrainer retrofit for isolated highway bridges incorporated with deteriorated elastomeric bearings. Engineering Structures, 2021; 237: 112190.SCIJCR一区,中科院Top

[6] Wei W, Tan P, Yuan Y, and Zhu H. Experimental and analytical investigation of the influence of compressive load on rate-dependent high-damping rubber bearings. Construction and Building Materials, 2019, 200: 26-35.SCIJCR一区,中科院Top

[7] Wei W, Yuan Y, Igarashi A, Zhu H, and Luo K. Generalized hyper-viscoelastic modeling and experimental characterization of unfilled and carbon black filled natural rubber for civil structural applications. Construction and Building Materials, 2020, 253: 119211.SCIJCR一区,中科院Top

[8] Wei W, Yuan Y, and Gao X. Effects of Large Deformation and Velocity Impacts on the Mechanical Behavior of Filled Rubber: Microstructure-Based Constitutive Modeling and Mechanical Testing. Polymers, 2020, 12(10): 2322.SCIJCR一区,中科院二区)

[9] Yuan Y, Wei W, Tan P, Igarashi A, Zhu H, Iemura H, and Aoki T. A rate-dependent constitutive model of high damping rubber bearings: modeling and experimental verification. Earthquake Engineering and Structural Dynamics, 2016, 45: 1875-1892.SCIJCR一区,中科院二区)

[10] Yuan Y, Wei W, Igarashi A, Tan P, Iemura H, and Zhu H. Experimental and analytical studies of seismic response of highway bridges isolated by rate-dependent rubber bearings. Engineering Structures, 2017, 150: 288-299.SCIJCR一区,中科院Top

[11] 李琛, 骆汉宾, 魏威, 徐文胜, 李国卫. 基于图像的混凝土表面裂缝和孔洞检测. 土木工程与管理学报, 2020, 37(06): 118-123.