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Nonlinear analysis of beam-column joints using softened truss model
P. G. Bakir
*
, H. M. Boduroglu
*
Corresponding author for this work
Department of Civil Engineering
Yazmaci Tahir Sok.
Istanbul Technical University
Research output
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Contribution to journal
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Article
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peer-review
16
Citations (Scopus)
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Keyphrases
Nonlinear Analysis
100%
Beam-column Joint
100%
Softened Truss Model
100%
Stress-strain Relationship
60%
Tensile Stress
40%
Prediction Accuracy
20%
Constitutive Law
20%
Constitutive Equation
20%
Shear Strength
20%
Exterior Beam-column Joint
20%
Steel Reinforcement
20%
Compression Stress
20%
Average Stress
20%
Joint Test
20%
Membrane Element
20%
Revised Model
20%
Joint Strength
20%
Tensile Strain
20%
Reinforcing Steel
20%
Bonding Condition
20%
Bond-slip
20%
Non-linear Association
20%
Strain Compatibility
20%
Revised Version
20%
Engineering
Beam-Column
100%
Nonlinear Analysis
100%
Column Joint
100%
Strain Relationship
75%
Tensile Stress σ
50%
Influencing Factor
50%
Joints (Structural Components)
25%
Steel Rebar
25%
Shear Strength
25%
Direction Perpendicular
25%
Accurate Prediction
25%
Constitutive Equation
25%
Steel Reinforcement
25%
Tensile Strain
25%