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许斌
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教授
博士生导师
硕士生导师
- 主要任职：Director and Founder, Key Laboratory for Intelligent Infrastructure and Monitoring of Fujian Province
- 性别：男
- 出生日期：1972-03-04
- 毕业院校：Ibaraki University
- 学历：博士研究生
- 学位：工学博士学位
- 入职时间：2016-08-01
- 所在单位：土木工程学院土木工程系
- 办公地点：College of Civil Engineering, Huaqiao University, Jimei Avenue 668, Xiamen, China
- 电子邮箱：806dc9bf7cb3da841ee53eb75acc22d91c0f78d2642a073cc759f4c4f8b8db8e3e7b4140435568d558eea288807e763d0733d9b5c818ffa2f8151a1c787e2786b4e07e7652296e610667acaa93bd9edfeaf984f22947ae9d3318ac1ae1241c16bdc06060af52fdba6e08e11f0dbaa2665cede008267ad56865db1365d80a38b5
- 在职信息：在岗
- 其他任职：Director and Founder, International Research Center for Safety and Sustainability of Civil Engineering
- 职务：Director, Key Laboratory
- 学科：土木工程
- 2008当选：教育部“新世纪优秀人才支持计划”入选者
- 2008当选：教育部新世纪优秀人才支持计划
- 2016当选：桐江学者
- 2017当选：福建省“闽江学者奖励计划”特聘教授
- 2017当选：厦门市双百计划
- 2017当选：福建省闽江学者-特聘教授
- 2018当选：福建省引进高层次人才
- 福建省引进高层次人才（海外B类）
访问量：
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[71]钢筋混凝土深梁抗冲击性能试验研究.[J].振动与冲击,2015,34(4):6-39.
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[72]基于切比雪夫多项式模型的多自由度结构非线性恢复力时域识别.[J].工程力学,2014,33(11):99-109.
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[73]考虑箍筋约束效应的快速轴压加载下钢筋混凝土短柱性能数值分析.[J].工程力学,2014,31(9):190-197.
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[74]钢筋混凝土长柱快速轴心受压试验与模拟研究.[J].工程力学,2014,31(4):210-217.
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[75]冲击荷载作用下钢筋混凝土梁性能试验研究.[J].土木工程学报,2014,47(2):41-51.
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[76]基于二重切比雪夫多项式的多自由度系统SMA 非线性恢复力识别.[J].振动与冲击,2014,33(16):6-13.
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[77]Active interface debonding detection of a concrete-filled steel tube with PZT techniques using wavelet packet analysis.[J].Mechanical Systems and Signal Processing,2013,36(1):7–17.
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[78]Active debonding detection for large rectangular CFSTs based on wavelet packet energy spectrum with piezoceramics.[J].ASCE Journal of Structural Engineering,2013,139(9):1435-1443.
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[79]Optimization of the Geometries of Biconical Tapered Fiber Sensors for Monitoring the Early-Age Curing Temperatures of Concrete Specimens.[J].Computer-Aided Civil and Infrastructural Engineering,2013,28(7):531-541.
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[80]Experimental Study on Anti-icing and Deicing for Wind Turbine Model Blades with Continuous Carbon Fiber Sheets.[J].Journal of Cold Regions Engineering Journal of Cold Regions Engineering,2013,32
