Image Article - (2023) Volume 9, Issue 5
Received: 11-Mar-2019, Manuscript No. JSSC-23-3208;
Editor assigned: 14-Mar-2019, Pre QC No. P-3208;
Reviewed: 28-Mar-2019, QC No. Q-3208;
Revised: 13-Sep-2023, Manuscript No. R-3208;
Published:
11-Oct-2023
, DOI: 10.37421/2472-0437.2023.9.208
Citation: Kefelegn, Abraham. "Seismic Behavior of Partial
Connected Beam-Column Joint of Circular Tubed Steel-Reinforced
and Deformed bar High-Strength Concrete Columns." J Steel Struct
Constr 9 (2023): 208.
Copyright: © 2023 Kefelegn A. This is an open-access article distributed under the terms of the creative commons attribution license which permits unrestricted
use, distribution and reproduction in any medium, provided the original author and source are credited.
Expect to possess high capacity, high ductility and an extraordinary energy absorption capacity. Expect we can control shear failure under concentric loading high-strength concrete columns may be widely used in high-rise buildings and seismic regions (Figures 1 and 2) [1].
Figure 1. 3-D Finite element model of circular tubed steel-reinforced.
Figure 2. Deformed bar with stirrup columns.
For this aim, a 3-D finite element model of circular tubed steelreinforced and deformed bar with stirrup column columns using ABAQUS or ANSYS program will be developed and validated [2,3]. Three-dimensional finite element analysis of compressive behavior of circular tubed steel reinforced with deformed bar high-strength concrete columns by new confinement relationships [4].
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