个人简介
Personal Profile
主要学历1995. 9—1999. 7 同济大学 桥梁工程系 学士1999. 8—2003. 2 香港科技大学 土木工程系 博士主要任职经历（包括国内外）2003. 4—2005. 2 香港科技大学土木工程系 博士后助理研究员、研究员 2005. 3—2011.12 同济大学桥梁工程系 副教授2011. 12—至今 同济大学桥梁工程系 研究员最近五年中担任的主要课程研究生课程 桥梁计算方法与应用、结构系统识别本科生课程 桥梁动力学概论、工程系统分析
研究方向Research Directions
结构动力学，桥梁绿色可持续发展，桥梁智能监控与韧性提升
2. 机电结构优化与控制 研究内容：在对机电结构进行分析和优化的基础上，运用控制理论进行结构参数的调整，使结构性能满足设计要求。1. 仿生结构材料拓扑优化设计, 仿生机械设计 研究内容：以仿生结构为研究对象，运用连续体结构拓扑优化设计理论和方法，对多相仿生结构(机构)材料进行2. 机电结构优化与控制 研究内容：在对机电结构进行分析和优化的基础上，运用控制理论进行结构参数的调整，使结构性能满足设计要求。1. 仿生结构材料拓扑优化设计, 仿生机械设计 研究内容：以仿生结构为研究对象，运用连续体结构拓扑优化设计理论和方法，对多相仿生结构(机构)材料进行整体布局设计。 整体布局设计。
科研项目
研究成果
· Sun, Z. (2024). “Moving-load impact of classichinged-hinged slab beam and demarcation to gravity stretching retention effect,”Frontiers of Structural & CivilEngineering (submitted).· Sun, Z., Sun, L. M., and Xia, Y. (2023).“Multi-harmonic forced vibration and resonance of simple beams to movingvehicles,” Frontiers of Structural &Civil Engineering, 17(7): 981-993. DOI: 10.1007/s11709- 023-0979-5.· Sun, Z. (2022). “Frequency comb free vibrationbehavior of a single-span plate pumped by low-speed moving inertial loads,” International Journal of StructuralStability and Dynamics, 22(07): 2250032. DOI: 10.1142/S0219455422500328.· Ge, Y. J., Xu, D., Sun,L.M., and Sun, Z. (2022). “Introduction: recent structures and researchin China,” Structural EngineeringInternational, 30(2):163. DOI: 10.1080/10168664.2022.2043044· Lu, Q., Sun, Z.,and Zhang, W. (2020). “Nonlinear parametric vibration with different orders ofsmall parameters for stayed cables,” EngineeringStructures, 224: 111198. DOI: 10.1016/j.engstruct.2020. 111198.· Yamaguchi, T., Sun, Z.and Palermo, A. (2020). “Introduction: special issue on recent research andstructures in New Zealand,” StructuralEngineering International, 30(2):163. DOI: 10.1080/ 10168664.2020.1739874.· Sun,Z.(2018), “Normal mode splitting in a moving-particles-pumped mechanicaloscillator: Clamped-hinged homogeneous beam,” Scientific Reports, 8:9803, 2018. DOI: 10.1038/s41598-018-27989-8.· Cao,Yangmei and Sun, Z. (2016),Rigid-vehicle-loaded bridge modal analysis using perturbation method, Advances in Engineering Research, 63:339-342. DOI: 10.2991/icseee-16.2016.63.· Sun, Z. (2016), “Moving-inertial-loads-induceddynamic instability analysis for slender beams considering parametric resonances,”Journal of Vib. & Acoust.-ASME, 138(1):011014.DOI: 10.1115/1.4031518.· Ding, W. and Sun,Z. (2014) “Wavelet-based response computation for base-isolated structureunder seismic excitation,” Journal of Applied Mathematics and Physics, 2,163-169. DOI: 10.4236/jamp. 2014.25020.· Mo, Y. L., Nie, J. G., Sigrist, V. & Sun,Z. (2014) “Special column on Shear Failure Test and Analysis of Concrete Structures,” Front.Struct. Civ. Eng. 8, 323–324.DOI:10.1007/s11709-014-0288-0.· Guo, Z. G. and Sun, Z.(2013), “Modal analysis forEuler-Bernoulli beam with multiply open cracks based on perturbation method,” Journal of Shock and Impact, 32(10): 1-6+30 (in Chinese).· Guo, Z. G. and Sun, Z.(2011), “Spectralelement modeling based structure piezoelectric impedance computation and damageidentification,”Frontiers of Civil and ArchitecturalEngineering in China, 5(4), 458-464. · Chen, H., Sun, Z.,and Sun, L. M. (2011), “Active mass damper control for cable stayed bridgeunder construction: an experimental study,” StructuralEngineering and Mechanics: an International Journal, 38(2), 141-156.· Yu, G., Sun, Z.,and Sun, L. M. (2011), “Application of vulnerability analysis in structuralcapacity assessment and enhancement,” Journalof Harbin Institute of Technology (New Series), 18(3), 131-138.· Sun, Z., Hou, W. (2010), “Output-only wavelet basedstructural modal identification and its time frequency resolution analysis,” Journal of Vibration and Shock, 29(8), 198-203(in Chinese).· Sun, Z., Hou,W. and Chang, C. C. (2009), “Structuralsystem identification under random excitation based on asymptotic waveletanalysis,” Engineering Mechanics,26(6), 199-205 (in Chinese).· Min, Z., Sun, L. M., Sun,Z., and Dan, D. H., (2009), “Structural modal parameter identificationusing wavelet transform and singular value decomposition under ambientexcitation,” Journal of Vibration Engineering, 22(2), 142-149 (in Chinese).· Sun, Z., Hou, N. and Xiang, H. F. (2009), “Safety andserviceability assessment for high-rise tower crane under turbulent winds,” Frontiers of Civil and ArchitecturalEngineering in China, 3(1), 18-24.· Li, Z., and Sun, Z. (2008), “Load carrying capacity assessment of prestressed concrete beam bridge based on structural forced vibration response,” Journal ofHuazhong University of Science and Technology, 25(3), 172-176 (in Chinese).· Min, Z., Sun, Z., and Sun, L. M., (2008), “Structuraldamage assessmentbased onspatial analysisof wavelet packetsignature” Journal of Vibration and Shock, 27(11), 1-5 (inChinese).· Sun, R.J., Sun, L. M. and Sun,Z.,(2007), “An integrated FBG sensing system for health monitoring of large-scalebridge structures,” Journal of TongjiUniversity, 36(2), 149-154 (in Chinese).· Jin, T., Sun,Z., and Sun, L. M. (2007), “Modeling of acoustic emission due to crack growthwith finite element method and time-frequency analysis of the signal,” Journal of Vibration, Measurement & Diagnosis, 27(4),288-291 (in Chinese).· Sun, Z. and Chang, C. C. (2007), “Vibration basedstructural health monitoring: wavelet packet transform based solution,” Structure and Infrastructure Engineering: Maintenance,Management, Life-Cycle Design & Performance, 3(4), 313-323.· Sun, R. J., Sun, L. M., Sun,Z., Dan, D. H., and Liu, X. H. (2007), “Design research of fiber Bragggrating accelerometer,” Acta PhotonicaSinica, 36(1), 63-67 (in Chinese).· Chen, H., Sun, Z.,and Sun, L. M. (2006), “Experimental study on active control of a two-storeyframe under seismic excitation using two AMDs,” Journal of Vibration and Shock, 25(S), 745~747 (inChinese).· Hou, W., Sun, Z., and Sun, L. M. (2006), “Wavelet based modalidentification for a cable pylon of a cable-stayed bridge under construction,” Journal of Vibrationand Shock, 25(S), 960~962 (inChinese). · Sun, Z. and Chang, C. C. (2006), “Covariance-driven wavelettechnique for structural damage assessment,” Smart Structures and System, 2(2), 17-31.· Chang, C. C. and Sun, Z. (2005) “Structural damage localization using spatialwavelet packet signature,” Smart Structures and System, 1(1), 29-46.· Sun, Z. and Chang, C. C. (2004) “A statistical wavelet-basedmethod for structural health monitoring,” Journal of Struct. Engrg.,ASCE, 130(7),1055-1062.· Sun, Z. and Chang, C. C. (2003) "Structural degradationmonitoring using covariance-based wavelet packet signature," StructuralHealth Monitoring, 2(4),309-326.· Sun, Z. andChang, C. C. (2002) "Structural damage assessment based on wavelet packettransform," Journal of Struct. Engrg., ASCE, 128(10),1354-1361.
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