Figures index

From

Structural Performance Assessment of Through-Column-Type Beam-to-Column Joints

Mostafa Nabati, Tadeh Zirakian, Amir Shahmohammadi, Mohammad Hajsadeghi

American Journal of Civil Engineering and Architecture. 2018, 6(4), 158-167 doi:10.12691/ajcea-6-4-5
  • Figure 1. Beam-to-column joints used in RCS frames [3]
  • Figure 2. Through-column-type joints with one and two transverse stiffeners
  • Figure 3. Details of beam-to-column joints
  • Figure 4. Details of a typical test specimen
  • Figure 6. Loading of test specimens
  • Figure 7. Cyclic loading history
  • Figure 8. Damage pattern in specimen S1 at 5.0% beam drift
  • Figure 9. Damage pattern in specimen S2 at 5.0% beam drift
  • Figure 10. Damage pattern in specimen S3 at 5.0% beam drift
  • Figure 11. Damage pattern in specimen S4 at 5.0% beam drift
  • Figure 12. Load-drift curves of the specimens
  • Figure 13. Maximum strengths of the specimens
  • Figure 14. Stiffness performance of the specimens
  • Figure 15. Toughness of the specimens
  • Figure 16. Hysteretic responses of the selected material models in OpenSees [12]
  • Figure 17. Schematic representation of OpenSees joint element used in this study
  • Figure 18. Comparison of test and numerical simulation results (unrepeated cycles)
  • Figure 19. Comparison of test and numerical simulation results (repeated cycles)