Rajesh Prasad Dhakal
- Comparative study on seismic vulnerability of RC bridge piers reinforced with normal and high-strength steel bars. In: Structures, v. 29 (Februar 2021). (2021):
- Numerical simulation and damage analysis of RC bridge piers reinforced with varying yield strength steel reinforcement. In: Soil Dynamics and Earthquake Engineering, v. 130 (März 2020). (2020):
- Seismic performance of RC bridge piers reinforced with varying yield strength steel. In: Earthquakes and Structures, v. 12, n. 2 (Februar 2017). (2017):
- Fiber-based damage analysis of reinforced concrete bridge piers. In: Soil Dynamics and Earthquake Engineering, v. 96 (Mai 2017). (2017):
- Design of transverse reinforcement to avoid premature buckling of main bars. In: Earthquake Engineering and Structural Dynamics, v. 47, n. 1 (Januar 2018). (2018):
- Experimental study on the dynamic response of gravity-designed reinforced concrete connections. In: Engineering Structures, v. 27, n. 1 (Januar 2005). (2005):
- Path-dependent cyclic stress–strain relationship of reinforcing bar including buckling. In: Engineering Structures, v. 24, n. 11 (November 2002). (2002):
- Modeling for Postyield Buckling of Reinforcement. In: Journal of Structural Engineering (ASCE), v. 128, n. 9 (September 2002). (2002):
- Reinforcement Stability and Fracture of Cover Concrete in Reinforced Concrete Members. In: Journal of Structural Engineering (ASCE), v. 128, n. 10 (Oktober 2002). (2002):