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