COMPARATIVE STUDY OF FORCE DEVELOPMENT UNDER SEISMIC LOADING ON MONOLITHIC JOINT AND DRY PRECAST JOINT

  • Unique Paper ID: 161283
  • Volume: 10
  • Issue: 3
  • PageNo: 456-460
  • Abstract:
  • Two types of joints in total were used, and the axial stress on the column was maintained while they had the same reinforcement ratios, specimen dimensions, and details. These values were obtained from an experimental study done previously by IIT Kharagpur, in which they were compared just for static incremental loading. It was then recommended that the seismic loading may also be compared. Then, using ABAQUS and specifications from the prior work, detailed non-linear finite element (FE) models were created. It is demonstrated that, like earlier experimental studies, FE models can accurately validate the overall performance of both joints in terms of displacement with respect to load. The introduction of the Load Controlled and Displacement Controlled loading condition enables the seismic performance of the proposed joint to be determined. Results of the running explicit analysis are obtained.

Cite This Article

  • ISSN: 2349-6002
  • Volume: 10
  • Issue: 3
  • PageNo: 456-460

COMPARATIVE STUDY OF FORCE DEVELOPMENT UNDER SEISMIC LOADING ON MONOLITHIC JOINT AND DRY PRECAST JOINT

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