Logo

Seismic Performance Evaluation of An Interior Reinforced Concrete Beam-Column Joint Subjected to Cyclic Loading

Chandra, Jimmy and Wibowo, Hartanto and CHRISTIAN, YONATHAN BILLY and HANDOKO, JOHANNA and GUNAWAN, ANGELINE and ARDENLIE, FELIX GO (2025) Seismic Performance Evaluation of An Interior Reinforced Concrete Beam-Column Joint Subjected to Cyclic Loading. [UNSPECIFIED]

[img] PDF
Download (1887Kb)
    [img] PDF
    Download (5Mb)

      Abstract

      Many reinforced concrete (RC) buildings in Indonesia suffered severe earthquake damages due to brittle failure and poor detailing works of the beam-column joints. This experimental study aims to investigate the seismic performance of an interior beam-column joint designed according to ACI 318-19 code provisions. The specimen was subjected to static axial loading to simulate gravity loading on column and lateral quasi-static cyclic loading to simulate earthquake loading. From the experimental results, it shows that the RC beam-column joint exhibited ductile beam flexural failure as expected. However, there was a considerable bond-slip noticed on beam’s longitudinal reinforcement. In addition to the experimental study, a finite element analysis was also performed using VecTor2 software. The analysis results show that the model could simulate well the hysteretic behavior of the specimen. Furthermore, from the analysis, bond-slip was also found to be a key factor affecting the hysteretic behavior of the joint.

      Item Type: UNSPECIFIED
      Uncontrolled Keywords: reinforced concrete (RC), beam-column joint, code provisions, bond-slip, hysteretic behavior
      Subjects: T Technology > TA Engineering (General). Civil engineering (General)
      Divisions: Faculty of Civil Engineering and Planning > Civil Engineering Department
      Depositing User: Admin
      Date Deposited: 20 Sep 2025 16:08
      Last Modified: 26 Sep 2025 17:25
      URI: https://repository.petra.ac.id/id/eprint/21866

      Actions (login required)

      View Item