Chengzhi Qi
- Theoretical model for combined sample size and strain rate effect on tensile strength of quasi-brittle materials. In: Construction and Building Materials, v. 461 (Januar 2025). (2025):
- A Three-Dimensional Microcrack Inclination–Dependent Anisotropic Compressive Failure Criterion in Brittle Rocks. In: International Journal of Geomechanics, v. 25, n. 1 (Januar 2025). (2025):
- 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). (2024):
- 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). (2023):
- Quantitative design method for anti-dislocation joints for tunnels passing through active faults. In: Tunnelling and Underground Space Technology, v. 124 (Juni 2022). (2022):
- 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). (2021):
- 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). (2020):
- 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). (2019):
- 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). (2014):