Da Huang 
- (2024): Crack Propagation and Coalescence Mechanism of a Rock Bridge between a Parallel Fissure Pair in a Direct Shear Test with Unloading Normal Stress. In: International Journal of Geomechanics, v. 24, n. 1 (Januar 2024).
- (2024): Experimental study on longitudinal shear behavior of prefabricated steel-concrete composite beams with notched connections. In: Engineering Structures, v. 300 (Februar 2024).
- (2023): Experimental and numerical analysis on flexural behavior of improved U-bar joint details for accelerated bridge construction. In: Engineering Structures, v. 289 (August 2023).
- (2023): Mechanical Responses and Damage Model of Anchored Jointed Rock Mass under Fatigue Shear Load. In: International Journal of Geomechanics, v. 23, n. 3 (März 2023).
- (2022): Nonlinear analytical modeling of mass-timber buildings with post-tensioned rocking walls. In: Bulletin of Earthquake Engineering, v. 21, n. 1 (Oktober 2022).
- (2022): Deep-seated toppling deformations at the dam site of the Miaowei Hydropower Station, Southwest China. In: Engineering Geology, v. 303 (Juni 2022).
- (2022): A Generalized Artificial Neural Network for Displacement-Based Seismic Design of Mass Timber Rocking Walls. In: Journal of Earthquake Engineering, v. 26, n. 15 (März 2022).
- (2017): Influence of Double-O-Tube Shield Rolling on Soil Deformation during Tunneling. In: International Journal of Geomechanics, v. 17, n. 11 (November 2017).
- (2017): Identification Method of Deformation Localization in DEM-Simulated Granular Geomaterials Based on Contact Deformations. In: International Journal of Geomechanics, v. 17, n. 11 (November 2017).
- (2020): Development of a DEM-Based Method for Modeling the Water-Induced Failure Process of Rock from Laboratory- to Engineering-Scale. In: International Journal of Geomechanics, v. 20, n. 7 (Juli 2020).
- (2020): Development of a Modeling Method and Parametric Study of Seepage-Induced Erosion in Clayey Gravel. In: International Journal of Geomechanics, v. 20, n. 12 (Dezember 2020).
- (2013): Deformation Behavior of Topographic Unsymmetrical Loaded Tunnels and Their Pre-Reinforcements after Excavation. In: Journal of Highway and Transportation Research and Development (English Edition), v. 7, n. 3 (September 2013).
- (2021): Optimizing displacement-based seismic design of mass timber rocking walls using genetic algorithm. In: Engineering Structures, v. 229 (Februar 2021).
- (2020): A complex slide-buckling-toppling failure of under-dip soft rock slopes. In: European Journal of Environmental and Civil Engineering, v. 26, n. 9 (Dezember 2020).
- (2001): Vibration suppression of laminated composite beams with a piezo-electric damping layer. In: Composite Structures, v. 53, n. 4 (September 2001).
- (2020): Nonlinear Creep Behavior and Viscoelastic-Plastic Constitutive Model of Rock-Concrete Composite Mass. In: Advances in Civil Engineering, v. 2020 (Januar 2020).
- (2020): Numerical and Theoretical Study on the Settlement of Capped Piles Composite Foundation under Embankment. In: Advances in Civil Engineering, v. 2020 (Januar 2020).
- (2020): Failure Mechanism of Primary Support for a Shallow and Asymmetrically Loaded Tunnel Portal and Treatment Measures. In: Journal of Performance of Constructed Facilities (ASCE), v. 34, n. 1 (Februar 2020).
- (2019): Arching Effect between the Pipes of a Pipe Umbrella Support System in a Shallow-Buried Tunnel. In: KSCE Journal of Civil Engineering, v. 23, n. 12 (November 2019).
- (2019): Experimental Seismic Response of a Resilient 2-Story Mass-Timber Building with Post-Tensioned Rocking Walls. In: Journal of Structural Engineering (ASCE), v. 145, n. 11 (November 2019).
- (2016): Upper-bound limit analysis on seismic rotational stability of retaining wall. In: KSCE Journal of Civil Engineering, v. 20, n. 7 (Januar 2016).
- (2016): Soil deformation induced by Double-O-Tube shield tunneling with rolling based on stochastic medium theory. In: Tunnelling and Underground Space Technology, v. 60 (November 2016).
- (2000): Analytical vibration suppression analysis of composite beams with piezoelectric laminae. In: Smart Materials and Structures, v. 9, n. 6 (Dezember 2000).
- (2013): Analysis model for the excavation damage zone in surrounding rock mass of circular tunnel. In: Tunnelling and Underground Space Technology, v. 35 (April 2013).
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