许斌，男，湖北省汉川市人，工学博士（日本）。福建省“闽江学者”特聘教授、泉州市“桐江学者”特聘教授、博士生导师、福建省智慧基础设施与监测重点实验室主任、华侨大学土木工程安全与可持续国际联合研究中心主任。入选教育部“新世纪优秀人才计划”、福建省引进高层次人才（海外B类）、湖南省“121人才计划”第一层次人才，厦门市“双百计划”海外高层次人才（创新类）。曾任湖南大学土木工程学院土木工程学科 “芙蓉学者”特聘教授、博士生导师、副院长及工程结构损伤诊断湖南省重点实验室主任。获厦门市优秀教师、湖南省自然科学基金杰出青年基金、湖南省“芙蓉学者贡献奖”、湖南大学2014年度 “师德标兵”、2013年度“优秀教师”、2023年度华侨大学“师德模范”等荣誉称号。曾任日本茨城大学JSPS特别研究员、美国普渡大学土木工程系Curtis客座教授，美国休斯顿大学客座教授、客座研究教授，澳大利亚西澳大学格莱登高级研究学者(Gledden Senior Fellow)，英国谢菲尔德大学高级访问学者、罗马第一大学访问学者等。主持与合作主持科技部国际合作项目、国家自然科学基金项目、教育部科学技术研究重点项目等纵向研究课题23项，参与中国、日本和美国政府资助项目8项，主持横向技术咨询与开发项目20余项。发表期刊论文和国际会议论文290余篇，其中SCI/EI收录论文130余篇，作为第一发明人获授权国家发明专利16项。参编专著和国际会议论文集7部，参编地方技术标准2部。作为第一完成人获福建省技术发明奖二等奖1项。指导博士和硕士研究生80余名。自2020年起，入选全球前2%顶尖科学家“终身科学影响力”榜单。谷歌H因子30，H-10因子72（2024年11月）。

土木工程结构无损检测新技术以及机理研究

结构非线性行为识别、灾后性能评估与损伤预后

新型风电机支撑结构体系与多灾害防护

混凝土材料及构件多尺度与多物理场模拟

[1] 1998.4 -- 2001.3
茨城大学(日本国立)       都市系统工程系土木工程专业       工学博士学位（文部省国费奖学金留学生）

[2] 1992.9 -- 1995.6
华中理工大学       土木工程学院结构工程专业       工学硕士学位

[3] 1988.9 -- 1992.6
华中理工大学       建筑工程系工业与民用建筑专业       工学学士

[1] 2016.8 -- 至今
华侨大学      土木工程学院      闽江学者特聘教授

[2] 2014.8 -- 2015.5
普渡大学      土木工程学院      Edward M. Curtis Visiting Professor      Curtis客座教授

[3] 2005.8 -- 2016.7
湖南大学      土木工程学院      副院长      湖南省“芙蓉学者”奖励计划特聘教授、工程结构损伤诊断湖南省重点实验室主任      湖南大学土木工程学院湖南省“芙蓉学者”奖励计划特聘教授，2010年10月~2015年8月任副院长(主管科研和实验室工作)，2015年9月~2016年7月任副院长(主管研究生工作)，2015年11月任工程结构损伤诊断湖南省重点实验室主任      

[4] 2003.11 -- 2005.6
美国密苏里大学罗拉分校      土木、建筑与环境工程系      博士后，研究助理教授

[5] 2003.4 -- 2003.10
日本茨城大学      都市系统工程系      日本文部科学省MEXT特别研究员（博士后）

[1]基于压电陶瓷的招商局广场项目钢-混凝土组合构件性能监测研究,已结题,中建保华建筑有限公司,2012/12/31

[2]基于压电智能材料的重庆市化龙桥片区超高层项目模拟试验柱性能监测,已结题,中建三局,2012/12/31

[3]天津高银中央商务区117大厦工程模拟试验柱性能监测研究,已结题,中建三局,2012/12/31

[4]基于压电智能材料的深圳海上希尔顿酒店项目钢管混凝土柱监测研究,已结题,中建保华建筑有限公司深圳分公司,2012/12/31

[5]保利国际广场B3栋地下室及塔楼钢管混凝土柱界面粘结性能与混凝土完整性监测技术咨询,已结题,中建五局第三建设有限公司长沙分公司,2014/12/31

[6]基于压电技术的平安国际金融中心伸臂桁架层复杂钢骨混凝土巨柱质量监测研究,中建一局集团建设发展有限公司,2014/12/31

[7]兆瓦级风机叶片防冰技术研究,南通东泰新能源设备有限公司,2013/06/30

[8]兆瓦级风力发电机预应力混凝土-钢组合塔筒技术研究开发,湘电新能源有限公司,2016/05/31

[9]Development of fiber reinforced plastics (FRP) materials for prestressed strengthening and bonding technologies,已结题,2003/10/31

[10]Development of distributed optic sensing system for health monitoring of large-scale infrastructures,2003/10/31

[11]Development of management system for infrastructures,2003/10/31

[12]Distributed optic fiber sensing technique for large-scale infrastructures,2003/07/31

[13]Design and integration of piezoelectric actuators in civil engineering structures,2002/11/01

[14]Strut failure investigation of Paseo suspension bridge in Kansas City, MO by FEM,2005/06/30

[15]新型结构体系以及综合防护,2009/12/31

[16]大型非线性结构系统的实时参数识别,2010/12/31

[17]考虑损伤非线性的结构健康评价用新型参数识别,2008/06/30

[18]非线性结构物理参数瞬时识别方法研究,2009/12/31

本科生光华奖学金,1989

研究生光华奖学金,1993

日本学术振型会外国人特别研究员科研补助金,2001

日本文部科学省国费奖学金,1998

教育部“新世纪优秀人才计划”入选者,2008

湖南省“杰出青年基金”获得者,2007

湖南省“121人才工程”第一层次人选(最高层次),2011

湖南省芙蓉学者贡献奖,2011

最优论文奖,2010

优秀教师,2013

师德标兵,2014

湖南省第15届自然科学优秀学术论文一等奖,2014

[1]Various damper forces and dynamic excitation nonparametric identification with a double Chebyshev polynomial using limited fused measurements.[J].Measurement,2022,193110940.

[2]Nonparametric nonlinear restoring force and excitation identification with Legendre polynomial model and data fusion.[J].Structural Health Monitoring,2022,21(2):264-281.

[3]Multi-Physics Mesoscale Substructure Analysis on Stress Wave Measurement within CFST-PZT Coupling Models for Interface Debonding Detection.[J].Sensors,2022,22(3):1039.

[4]基于机电阻抗法的套筒灌浆缺陷检测试验研究.[J].压电与声光,2021,43(06):809-813.

[5]Hybrid wind turbine towers optimization with a parallel updated particle swarm algorithm.[J].Applied Sciences,2021,11(18):8683.

[6]Mesoscale numerical analysis and test on the effect of debonding defect of rectangular CFSTs on wave propagation with a homogenization method.[J].Mechanical Systems and Signal Processing,2021,163(12):108135.

[7]Experimental study on grout defects detection for grouted splice sleeve connectors using stress wave measurement.[J].Construction and Building Materials,2021,274121755.

[8]Local wave propagation analysis in concrete-filled steel tubes with spectral element method using absorbing layers - Part II: Application in coupling system.[J].Mechanical Systems and Signal Processing,2021,146107004.

[9]Parametric analysis on compressive strain rate effect of concrete using mesoscale modeling approach.[J].Construction and Building Materials,2020,246118375.

[10]部分加速度测量下结构恢复力与质量非参数化识别方法.[J].振动与冲击,2020,39(08):23-32.

[11]Local wave propagation analysis in concrete-filled steel tube with spectral element method using absorbing layers – Part I: Approach and validation.[J].Mechanical Systems and Signal Processing,2020,140106644.

[12]Nonparametric identification for hysteretic behavior modeled with a power series polynomial using EKF-WGI approach under limited acceleration and unknown mass.[J].International Journal of Non-Linear Mechanics,2020,119103324.

[13]Identification of structural parameters and unknown inputs based on revised observation equation: approach and validation.[J].International Journal of Structural Stability and Dynamics,2019,19(12):1950156.

[14]灌浆缺陷套筒应力波传播数值模拟研究.[J].压电与声光,2019,41(06):793-796.

[15]未知地震激励下结构恢复力及质量非参数化识别.[J].工程力学,2019,36(09):180-187.

[16]Experimental Study on Active Interface Debonding Detection for Rectangular Concrete-Filled Steel Tubes with Surface Wave Measurement.[J].Sensors,2019,19(15):3248.

[17]KF-based multi-scale response reconstruction under unknown inputs with data fusion of multi-type observations.[J].Journal of Aerospace Engineering,2019,32(4):04019038.

[18]Interfacial Debonding Detection for Rectangular CFST Using the MASW Method and Its Physical Mechanism Analysis at the Meso-Level.[J].Sensors,2019,19(12):2778.

[19]Dimension Optimization for a Prestressed Concrete-Steel Hybrid Wind Turbine Tower with Particle Swarm Approach.[J].DEStech Transactions on Environment, Energy and Earth Science,2019,331

[20]基于外贴压电陶瓷的钢管砼界面剥离检测机理的数值模拟研究.[J].应用力学学报,2019,36(04):951-957+1004.

[21]基于卡尔曼滤波和递推最小二乘在部分观测信息下的参数识别法.[J].地震工程与工程振动,2019,39(02):134-140.

[22]Structural nonlinearity and mass identification with a nonparametric model using limited acceleration measurements.[J].Advances in Structural Engineering,2019,22(4):1018-1031.

[23]Model-free identification of nonlinear restoring force with modified observation equation.[J].Applied Sciences,2019,9(2):306.

[24]部分观测下结构质量及非线性恢复力免模型识别.[J].噪声与振动控制,2019,39(01):160-165+229.

[25]碳纤维布加固钢筋混凝土梁剥离检测试验研究.[J].压电与声光,2019,41(01):94-97.

[26]Parametric analysis of the dynamic behavior of RC columns with the confinement effect of overlapping hoops subjected to lateral rapid loadings.[J].Civil Engineering Journal-Stavebni Obzor,2019,4525-534.

[27]Parametric study on the non-contact splices at drilled shaft to bridge column interface based on multiscale modeling approach.[J].Engineering Structures,2019,180400-418.

[28]混凝土受拉性能多尺度均匀化数值模拟研究.[J].应用力学学报,2019,36(03):538-546+755.

[29]Multiscale analysis of non-contact splices at drilled shaft to bridge column interface.[J].Engineering Structures,2018,17628-40.

[30]Debonding detection for rectangular CFST using surface wave measurement: Test and multi-physical fields numerical simulation.[J].Mechanical Systems and Signal Processing,2018,117238-254.

[31]Behavior of meso-scale heterogeneous concrete under uniaxial tensile and compressive loadings.[J].Construction & Building Materials,2018,178418-431.

[32]基于表面波的钢管砼界面剥离检测模拟分析.[J].压电与声光,2018,41(01):80-84.

[33]Multi-scale stress wave simulation for aggregates segregation detection of concrete core in circular CFST coupled with PZT patches.[J].Materials,2018,11(7):1223.

[34]Debonding detection for rectangular CFST using surface wave measurement: Test and multi-physical fields numerical simulation.[J].Mechanical Systems and Signal Processing,2018,117238-254.

[35]Dominance of debonding defect of CFST on PZT sensor response considering the meso-scale structure of concrete with multi-scale simulation.[J].Mechanical Systems and Signal Processing,2018,107515-528.

[36]Numerical study on interface debonding detection mechanisms with 2D spectral element method for concrete-filled steel tube using embedded PZT sensor.[J].Smart Materials and Structures,2018,27(12):125008.

[37]基于表面压电波动测量的钢管砼剥离检测试验.[J].压电与声光,2018,40(03):434-441.

[38]钢筋混凝土柱破坏过程扩展有限元数值模拟.[J].应用力学学报,2018,35(03):602-608+693.

[39]组合结构空洞缺陷检测压电阻抗数值模拟研究.[J].压电与声光,2018,40(02):276-279.

[40]Experimental Study on Anti-Icing and Deicing for Model Wind Turbine Blades with Continuous Carbon Fiber Sheets.[J].Journal of Cold Regions Engineering,2018,32(1):04017024.

[41]基于部分加速度测量的结构Bouc-Wen非线性恢复力及质量识别.[J].噪声与振动控制,2018,38(02):179-187.

[42]利用部分加速度测量的结构滞回特性免模型识别.[J].工程力学,2018,35(02):180-187.

[43]冲击下钢筋混凝土桥墩损伤监测试验研究.[J].压电与声光,2018,40(01):124-124+133.

[44]利用部分加速度测量的结构滞回特性免模型识别.中国力学学会:工程力学,2017,35(2):180-187.

[45]Embedded piezoelectric lead-zirconate-titanate-based dynamic internal normal stress sensor for concrete under impact.[J].Journal of Intelligent Material Systems and Structures,2017,28(19):2659-2674.

[46]部分观测下结构质量识别迭代及滞回力识别方法.[J].噪声与振动控制,2017,37(5):142-148.

[47]Interface monitoring using smart sensors.[J].Smart Materials and Structures,2017,26(10):100201.

[48]Multi-physical field guided wave simulation for circular concrete-filled steel tubes coupled with piezoelectric patches considering debonding defects.[J].International Journal of Solids and Structures,2017,12225-32.

[49]基于压电波动测量的竹梁界面剥离监测试验.[J].压电与声光,2017,39(5):750-754.

[50]Experimental assessment of high sampling-rate robotic total station for monitoring bridge dynamic responses.[J].Measurement,2017,10466-69.

[51]基于压电超声导波的管道缺陷检测数值模拟.[J].压电与声光,2017,39(3):462-466.

[52]基于Legendre多项式的双压电层合板三维压电谱元法模拟.[J].应用力学学报,2017,34(2):216-222.

[53]Wave propagation simulation and its wavelet packet analysis for debonding detection of circular CFST members.[J].Smart Structures and Systems,2017,19(2):181-194.

[54]Numerical study on the mechanism of active interfacial debonding detection for rectangular CFSTs based on wavelet packet analysis with piezoceramics.[J].Mechanical Systems and Signal Processing,2017,86108-121.

[55]基于 Legendre 多项式的双压电层合板三维压电谱元法模拟.西安交通大学:应用力学学报,2016,

[56]Numerical study on the mechanism of active interfacial debonding detection for rectangular CFSTs based on wavelet packet analysis with piezoceramics.2016JCR大类-工程技术2区:MECHANICAL SYSTEMS AND SIGNAL PROCESSING,2016,

[57]Numerical study on the mechanism of active interfacial debonding detection for rectangular CFSTs based on wavelet packet analysis with piezoceramics.2016JCR大类-工程技术2区:MECHANICAL SYSTEMS AND SIGNAL PROCESSING,2016,

[58]Wave propagation and wavelet package analysis for debonding detection of CFSTs.[J].Smart Structures and Systems,2016,19(2(2017)):181-194.

[59]组合风电塔架混凝土填充钢箱连接段数值模拟.[J].机械设计与制造,2016,(3):30-33.

[60]钢管混凝土柱断面界面剥离缺陷检测试验研究.[J].压电与声光,2016,38(1):166-173.

[61]预应力装配式风机叶片连接段结构模拟分析.[J].工程力学,2016,33(2):209-215.

[62]Mass and Hysteretic Force Identification for Structures Based on Limited Measurement Data.[J].Computer-Aided Civil and Infrastructural Engineering,2015,302-18.

[63]预应力砼-钢组合塔架连接段应力模拟分析.[J].应用力学学报,2015,32(6):999-1005.

[64]混凝土嵌入式压电动态剪应力传感器研发.[J].2015,37(5):764-779.

[65]Model free nonlinear restoring force identification for SMA dampers with double Chebyshev polynomials: Approach and Validation.[J].Nonlinear Dynamics,2015,2015(82):1507–1522.

[66]预应力砼-钢组合风电塔架开孔板连接段受力分析.[J].可再生能源,2015,33(7):1033-1041.

[67]基于嵌入压电技术的钢管核心混凝土缺陷检测.[J].压电与声光,2015,37(3):489-492.

[68]基于压电阻抗的钢管混凝土柱界面缺陷检测研究.[J].施工技术,2015,44(11):117-121.

[69]基于压电阻抗的钢管砼柱横隔板剥离缺陷检测.[J].压电与声光,2015,37(1):172-175.

[70]Substructural parameter and dynamic loading identification with limited observations.[J].Smart Structures and Systems,2015,15(1):196-189.

[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.

[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.

[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.

[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.

[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.

[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.

[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.

[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.

[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.

[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

[81]不同配筋率钢筋混凝土柱应变率效应.[J].土木建筑与环境工程,2012,34增刊11-16.

[82]无腹筋钢筋混凝土梁抗冲击行为试验研究.[J].土木工程学报,2012,45(9):63-73.

[83]基于压电陶瓷的钢管混凝土柱剥离损伤识别研究.[J].土木工程学报,2012,45(7):86-96.

[84]基于压电陶瓷的钢管混凝土柱剥离损伤识别研究.[J].土木工程学报,2012,45(7):86-96.

[85]Restoring force and dynamic loadings identification for a nonlinear chain-like structure with partially unknown excitations.[J].Nonlinear Dynamics,2012,69(1-2):231-245.

[86]部分输入未知条件下结构参数及激励识别.[J].土木工程学报,2012,45(6):13-22.

[87]Damage detection for a model frame structure using displacement.[J].Structural Health Monitoring,2012,11(3):280-291.

[88]Structural parameters and unmeasured dynamic load identification with incomplete measured excitations: Approach and Validation.[J].Mechanical Systems and Signal Processing,2012,28244-257.

[89]钢筋混凝土剪力墙应变率效应试验与基于动力塑性损伤模型的模拟.[J].工程力学,2012,29(1):39-45.

[90]动力系统非线性行为识别方法与验证.[J].土木工程学报,2011,44增刊24-30.

[91]Data-based identification of nonlinear restoring force under spatially incomplete excitations with power series polynomial model.[J].Nonlinear Dynamics,2011,67(3):2063-2080.

[92]基于纤维模型的钢筋混凝土柱应变率效应研究.[J].工程力学,2011,28(7):103-108.

[93]基于神经网络模型的结构参数提取新方法.[J].工程力学,2011,28(4):35-41.

[94]Dynamic load-displacement behavior of RC shear walls under different loading rates: Tests and Simulations.[J].Advanced Materials Research,2010,165-1671780-1785.

[95]Monitoring for Large Cross-Section CFSTs of a Super High-Rise Building with Piezoceramic Actuators and Sensors.[J].Advanced Materials Research,2010,166-1672553-2559.

[96]Dynamic load-displacement behavior simulation of RC columns considering strain rate and nonlinearity effects.[J].Advanced Materials Research,2010,163-1671811-1818.

[97]Data-based model free hysteresis identification for a nonlinear structure.[J].中国工程科学(英文版):Chinese Engineering Science (English),2010,8(2):12-19.

[98]基于实测时间序列的非线性系统恢复力识别.[J].中国工程科学,2009,13(9):76-82.

[99]Structural parameter identification approach based on ARMA and neural network model.[J].Lecture Notes in Computer Sciences,2009,5754888–897.

[100]基于加速度时程的结构参数直接识别方法及验证.[J].工程力学,2009,26(9):087-093.

[101]同缝砌筑的N式砌块砌体受压性能研究.[J].工业建筑,2009,39(7):48-51.

[102]基于位移时程的框架模型结构参数与损伤识别.[J].华中科技大学学报 (自然科学版),2008,25(3):184-187.

[103]N式砌块砌体受压性能研究.[J].湖南大学学报（自然科学版）,2008,35(9):19-22.

[104]Identification of localized frame parameters using higher natural modes.[J].Engineering Structures,2008,30(11):3082-3094.

[105]Engineering lessons learned from fracture failure of the Paseo suspension bridge.[J].Journal of Structural Engineering (Madras),2008,35(1):73–81.

[106]Parametric identification for a truss structure using axial strain.[J].Computer-Aided Civil and Infrastructure Engineering,2007,22(3):210-222.

[107]Decentralized and localized identifications of large-scale structures.[J].Computer Assisted Mechanics and Engineering Sciences,2007,14(2):361-378.

[108]Vibration-based Substructural inverse analysis approach for large-scale discrete structural systems.[J].Dynamics of Continuous, Discrete and Impulsive Systems, Series B: Applications and Algorithms,2007,14(S3):646-655.

[109]Neural networks based structural model updating methodology using spatially incomplete accelerations.[J].Lecture Note in Computer Science,2006,4221361-370.

[110]Element level parametric identification using axial macro-strain time series.[J].WSEAS Transactions on Information Science and Applications,2006,17(3):1260-1265.

[111]Distributed fiber optic sensing for a full-scale PC girder strengthened with prestressed PBO sheets.[J].Engineering Structures,2006,28(7):1049-1059.

[112]Performance of a BOTDR optical fiber sensing technique for crack detection in concrete structures.[J].Structure & Infrastructure Engineering: Maintenance, Management, Life-Cycle Design & Performance,2006,4(4):311-323.

[113]Time Domain Substructural post-earthquake damage diagnosis methodology with neural networks.[J].Lecture Note in Computer Science,2005,3611520-529.

[114]可用于结构健康监测的BOTDR光纤变形检出特性试验研究.[J].土木工程学报,2005,38(8):56-60.

[115]A soft post-earthquake damage identification methodology using vibration time series.[J].Smart Materials and Structures,2005,14(3):S116-S124.

[116]Direct identification of structural parameters from dynamic responses with neural networks.[J].Engineering Applications of Artificial Intelligence,2004,17(8):931-943.

[117]Neural networks for decentralized control of a cable-stayed bridge.[J].ASCE Journal of Bridge Engineering,2003,8(4):229-236.

[1] Advances in Modern Engineering Research (Co-Editor-in-Chief, 共同主编）

[2] 日本土木学会混凝土结构委员会混凝土结构健康检测研究委员会委员

[3] 日本土木学会结构工程委员会桥梁振动监测及其标准化研究委员会委员

[4] 中国仪器仪表学会设备结构健康监测与预警分会理事会理事

[5] 中国土木工程学会抗震减灾工程技术推广委员会委员

[6] 中国建筑学会建筑结构分会结构计算理论与工程应用专业委员会委员

[7] 中国振动工程学会结构抗振控制与健康监测专业委员会常务委员

[8] 美国土木工程师协会空间技术委员会动力与控制委员会委员

[9] Frontiers Research of Architecture and Engineering（主编，Editor-in-Chief）

[10] Frontiers in Materials: Structural Materials (副主编，Associate Editor)

[11] Annals of Civil and Environmental Engineering (执行主编，Executive Editor)

[12] The Open Civil Engineering Journal (副主编，Associate Editor)

[1]研究生院课程

[2]砼结构基本原理

[3]混凝土结构基本原理(含双语)

邮编 : 737f8aae4a08ba22b2d1bb3024326757b40dfe18aacf6c5b2ba9aba60491309865a9be85c30e8e03d981ef78affce0659cab1ee18953e1d615e59b46ac019e4f23ab2731269393e1e65fe704820abeec0f309e2228b8896688584d25ba744de04514f9923270acd23d5d5496c67eade824bc73e8c4c203b5372e570c476a2762

通讯/办公地址 : 271d35780c625cef0363803de85f803a9da8ad41b74cb62c04743c6f33a1cf293100d9151384e9d39c425f45ee874da6b67dd9592fa9aa00ab2c4b8326abd4736d4d85e6b6318cd537693b342f3b7abf1ec1ca5205aed78a948538591149327224704390e5c5b5afc675bf46e37c209a79ddaa14ce21a5ebc89e424e28796079

邮箱 : 806dc9bf7cb3da841ee53eb75acc22d91c0f78d2642a073cc759f4c4f8b8db8e3e7b4140435568d558eea288807e763d0733d9b5c818ffa2f8151a1c787e2786b4e07e7652296e610667acaa93bd9edfeaf984f22947ae9d3318ac1ae1241c16bdc06060af52fdba6e08e11f0dbaa2665cede008267ad56865db1365d80a38b5