Hailong Chen 
- (2023): Composite wave attenuation mechanism of periodic layered metastructure with embedded rubber-mass resonators. In: Construction and Building Materials, v. 384 (Juni 2023).
- (2023): Blast wave attenuation of nonlinear meta-isolation system: Theoretical analysis and experimental validation. In: Journal of Building Engineering, v. 80 (Dezember 2023).
- (2024): Experimental and numerical study of adaptive ventilation and sunlight regulation building envelope combining variable transparency shape-stabilized phase change material. In: Building and Environment, v. 248 (Januar 2024).
- : Mathematical modelling and analytical dynamic responses of blast-loaded underground circular protective structures. In: International Journal of Structural Stability and Dynamics.
- (2023): Numerical modeling thermo-hygro-mechanical coupling of cross-ply laminate composites using a nonlocal discrete approach. In: Composite Structures, v. 326 (Dezember 2023).
- (2023): Field test and theoretical analysis of a large underground arch structure subjected to buried explosion. In: Structures, v. 57 (November 2023).
- (2023): Nonlinear analysis of vibration attenuation of ring-spring-resonator based meta-isolation system. In: Engineering Structures, v. 292 (Oktober 2023).
- (2022): An engineering feasible metastructure: Ring-spring-resonator based sandwich metabeam for vibration attenuation. In: Engineering Structures, v. 273 (Dezember 2022).
- (2020): Application of Ritz method for vibration analysis of stepped functionally graded spherical torus shell with general boundary conditions. In: Composite Structures, v. 243 (Juli 2020).
- (2018): Free vibration analysis for composite laminated doubly-curved shells of revolution by a semi analytical method. In: Composite Structures, v. 201 (Oktober 2018).
- (2018): Failure mechanisms of CFRP-wrapped protective concrete arches under static and blast loadings: Experimental research. In: Composite Structures, v. 198 (August 2018).
- (2018): Hierarchical anisogrid stiffened composite panel subjected to blast loading: Equivalent theory. In: Composite Structures, v. 187 (März 2018).
- (2016): Deformation and failure analyses of cross-ply laminates using a nonlocal discrete model. In: Composite Structures, v. 152 (September 2016).
- (2015): CFRP strengthening reinforced concrete arches: Strengthening methods and experimental studies. In: Composite Structures, v. 131 (November 2015).
- (2015): Blast-loaded behaviors of severely damaged buried arch repaired by anchored CFRP strips. In: Composite Structures, v. 122 (April 2015).
- (2014): Experimental behaviors of CFRP cloth strengthened buried arch structure subjected to subsurface localized explosion. In: Composite Structures, v. 116 (September 2014).
- (2013): Failure mechanisms of sandwich composites with orthotropic integrated woven corrugated cores: Experiments. In: Composite Structures, v. 98 (April 2013).
- (2012): Mechanical property of lattice truss material in sandwich panel including strut flexural deformation. In: Composite Structures, v. 94, n. 12 (Dezember 2012).
- (2017): Load carrying capacity of CFRP retrofitted broken concrete arch. In: Steel and Composite Structures, v. 23, n. 2 (Februar 2017).
- (2014): Method for imposing boundary conditions on Reissner–Mindlin plates for analysis using structured background mesh. In: Computers & Structures, v. 138 (Juli 2014).
- (2019): Blast responses and damage evaluation of CFRP tubular arches. In: Construction and Building Materials, v. 196 (Januar 2019).
- (2017): Experimental research on blast-resistance of one-way concrete slabs reinforced by BFRP bars under close-in explosion. In: Engineering Structures, v. 150 (November 2017).
- (2018): Equivalent static load method for hierarchical stiffened composite panel subjected to blast loading. In: Engineering Structures, v. 171 (September 2018).
- (2018): Quasi-far-field blast responses of hierarchical orthogrid-stiffened sheet molding compound (SMC) protective door structures. In: Engineering Structures, v. 168 (August 2018).
- (2018): Spalling in concrete arches subjected to shock wave and CFRP strengthening effect. In: Tunnelling and Underground Space Technology, v. 74 (April 2018).
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