Erwin Lim
- Simplified method for predicting the internal forces in strut‐and‐tie model of cable pylon anchorage zone in a cable‐stayed bridge. In: Structural Concrete. :
- Seismic design and performance evaluation of typical lightweight and heavyweight RC girder bridges with friction pendulum bearing in Indonesia. In: Structures, v. 46 (December 2022). (2022):
- Strut-and-Tie Model-Based Prestress Design for the Cable–Pylon Anchorage Zone of Cable-Stayed Bridges. In: Journal of Bridge Engineering (ASCE), v. 26, n. 9 (September 2021). (2021):
- An Investigation on the Seismic Behavior of Deep Reinforced Concrete Coupling Beams. In: ACI Structural Journal, v. 113, n. 2 (March 2016). (2016):
- Cyclic Tests of Reinforced Concrete Coupling Beam with Intermediate Span-to-Depth Ratio. In: ACI Structural Journal, v. 113, n. 3 (May 2016). (2016):
- Modeling of the strut-and-tie parameters of deep beams for shear strength prediction. In: Engineering Structures, v. 108 (February 2016). (2016):