THE INFLUENCE OF TENSION STIFFNENING MODELS ON THE DYNAMIC ANALYSIS OF REINFORCED CONCRETE SLABS
In the present work, the finite element method has been used to investigate the behavior of reinforced concrete slabs subjected to dynamic loads. Eight-node Serendipity degenerated elements have been employed. This element is based on isoperimetric principles with modifications, which relax excessi...
Main Authors: | K.S. Mahmood, A.A. Abdul-Razzak |
---|---|
Format: | Article |
Language: | English |
Published: |
University of Baghdad
2024-03-01
|
Series: | Journal of Engineering |
Subjects: | |
Online Access: | https://www.joe.uobaghdad.edu.iq/index.php/main/article/view/3279 |
Similar Items
-
Nonlinear Finite Element Analysis of Fiber Reinforced Concrete Slabs
by: Saad A. Al-Taan, et al.
Published: (2021-03-01) -
Nonlinear Dynamic Analysis of Reinforced Concrete Slabs
by: K. S. Mahmood, et al.
Published: (2006-10-01) -
Finite Element Analysis of Reinforced Concrete Slabs with Spherical Voids
by: Amer M. Ibrahim, et al.
Published: (2013-12-01) -
The tension stiffening in reinforced concrete beams and slabs /
by: 174347 Rahimah Muhamad
Published: (2012) -
Effect of openings on simply supported reinforced concrete skew slabs using finite element method
by: Ibrahim Kaythar A., et al.
Published: (2023-06-01)