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Volume 12 Issue 07
July 2026
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Author(s)
Sachin S. Adhav Pramod V. Kharmale
Abstract
In The Present Paper Nonlinear Stress–strain Relations Are Assumed For Concrete, Reinforcing Steel And Structural Steel Materials. The Proposed Procedure Was Compared With Test Results Of 3 I-shape,3 Cicular-shape,3 Square-shape Reinforced Concrete Column
Keywords
ANSYS
Composite Column
Time History Analysis
Finite Element
Response Spectrum Method
Paper ID
IJSARTV4I624279
Publication Date
June 29, 2018
Research Area
Civil Engineering