·       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.