Chengzhi Qi
- (2024): A Meso-Macro Method of Evaluating Water Content Effect on Direct Tensile Fracture in Brittle Rocks. In: KSCE Journal of Civil Engineering, v. 28, n. 4 (Januar 2024).
- (2023): A Peak Shear Displacement Model Considering Three-Dimensional Roughness of the Actual Contact Joint Surface. In: International Journal of Geomechanics, v. 23, n. 10 (Oktober 2023).
- (2022): Quantitative design method for anti-dislocation joints for tunnels passing through active faults. In: Tunnelling and Underground Space Technology, v. 124 (Juni 2022).
- (2021): Seismic performance improvement of underground frame structures by changing connection type between sidewalls and slab. In: Soil Dynamics and Earthquake Engineering, v. 149 (Oktober 2021).
- (2020): A semi-analytical approach for the flexural analysis of in-plane functionally graded magneto-electro-elastic plates. In: Composite Structures, v. 250 (Oktober 2020).
- (2020): Three dimensional mechanical behaviors of in-plane functionally graded plates. In: Composite Structures, v. 241 (Juni 2020).
- (2019): Semi-analytical analysis of static and dynamic responses for laminated magneto-electro-elastic plates. In: Composite Structures, v. 222 (August 2019).
- (2019): A simple gradient model for zonal disintegration of the surrounding rock around a deep circular tunnel. In: Tunnelling and Underground Space Technology, v. 91 (September 2019).
- (2019): Seismic response of the subway station due to a specific active fault. In: Tunnelling and Underground Space Technology, v. 85 (März 2019).
- (2014): Shaking table tests on a three-arch type subway station structure in a liquefiable soil. In: Bulletin of Earthquake Engineering, v. 13, n. 6 (September 2014).
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