Zhao Cheng
- Distributions of coarse aggregate and steel fiber in ultra-high performance concrete: Migration behavior and correlation with compressive strength. In: Journal of Building Engineering, v. 95 (October 2024). (2024):
- Experimental and numerical study on cyclic behavior of precast segmental railway bridge columns with lap-spliced rebar connections using UHPC wet joints. In: Engineering Structures, v. 319 (November 2024). (2024):
- Cyclic Loading Test and Numerical Modeling on Prefabricated UHPC Tube–Confined Rectangular Bridge Piers with Different Base Connections. In: Journal of Structural Engineering (ASCE), v. 149, n. 10 (October 2023). (2023):
- Effect of a novel joint connection of UHPC wet joint and tapered sleeve locking-type couplers on the lateral cyclic response of precast segmental railway bridge columns. In: Engineering Structures, v. 289 (August 2023). (2023):
- Controlled rocking pile foundation system with replaceable bar fuses for seismic resilience. In: Earthquake Engineering and Engineering Vibration, v. 21, n. 3 (25 June 2022). (2022):
- Seismic response sensitivity of a V-shaped canyon-crossing bridge considering the near-source canyon topographic effects. In: Soil Dynamics and Earthquake Engineering, v. 155 (April 2022). (2022):
- Finite element modeling of UHPC slabs with dovetail joints and steel wire mesh using an innovative interfacial treating method. In: Structures, v. 37 (March 2022). (2022):
- Bond strength of reinforcing bars in ultra-high performance concrete: Experimental study and fiber–matrix discrete model. In: Engineering Structures, v. 248 (December 2021). (2021):
- Performance characterization and design recommendations of socket connections for precast columns. In: Engineering Structures, v. 242 (September 2021). (2021):
- Experimental and theoretical investigations of UHPC-NC composite slabs subjected to punching shear-flexural failure. In: Journal of Building Engineering, v. 44 (December 2021). (2021):
- Probabilistic seismic vulnerability and loss assessment of a seismic resistance bridge system with post-tensioning precast segmental ultra-high performance concrete bridge columns. In: Engineering Structures, v. 225 (December 2020). (2020):
- Flexural performance of steel-UHPC composite beams with shear pockets. In: Structures, v. 27 (October 2020). (2020):
- Outdoor Test of a Prefabricated Column–Pile Cap–Pile System under Combined Vertical and Lateral Loads. In: Journal of Bridge Engineering (ASCE), v. 25, n. 8 (August 2020). (2020):
- Flexural behavior of steel-UHPFRC composite beams under negative moment. In: Structures, v. 24 (April 2020). (2020):
- Response of pile groups with X and circular cross-sections subject to lateral spreading: 3D numerical simulations. In: Soil Dynamics and Earthquake Engineering, v. 126 (November 2019). (2019):
- Numerical modeling and simulation of pile in liquefiable soil. In: Soil Dynamics and Earthquake Engineering, v. 29, n. 11-12 (November 2009). (2009):
- Propagation of seismic waves through liquefied soils. In: Soil Dynamics and Earthquake Engineering, v. 30, n. 4 (April 2010). (2010):
- Side Shear Strength of Preformed Socket Connections Suitable for Vertical Precast Members. In: Journal of Bridge Engineering (ASCE), v. 24, n. 5 (May 2019). (2019):