Post-Yield Shear Failure of RC Column and Its Ductility Simulation

K. Maekawa, X. An (1998). "Post-Yield Shear Failure of RC Column and Its Ductility Simulation." In Proceedings of FraMCoS 3, Gifu, Japan.

K. Maekawa, X. An. "Post-Yield Shear Failure of RC Column and Its Ductility Simulation." Paper presented at FraMCoS 3, Gifu, Japan, 1998.

K. Maekawa, X. An, "Post-Yield Shear Failure of RC Column and Its Ductility Simulation," in Proc. FraMCoS 3, Gifu, Japan, 1998.

@inproceedings{k-maekawa1998,
  title     = {Post-Yield Shear Failure of RC Column and Its Ductility Simulation},
  author    = {K. Maekawa, X. An},
  year      = {1998},
  booktitle = {Proceedings of FraMCoS 3},
  address   = {Gifu, Japan},
}

TY  - CPAPER
TI  - Post-Yield Shear Failure of RC Column and Its Ductility Simulation
AU  - K. Maekawa
AU  - X. An
PY  - 1998
T2  - Proceedings of FraMCoS 3
CY  - Gifu, Japan
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Post-Yield_Shear_Failure_of_RC_Column_and_Its_Ductility_Simulation.pdf
AB  - In this paper, shear capacity and ductility of RC columns in the post-yield range of reinforcement are discussed for seismic resistant design. The shear failure of large scale RC column is computationally simulated for understanding the mechanism of shear collapse of bridge piers. FEM computational results on ductility are compared with the experiments and parametric study is conducted concerning factors that affect the deformability of RC columns.
ER  -