Analytical Study of Reinforced Concrete Continuous Deep Beams
Nonlinear finite element analyses is carried out using the ANSYS11 program to predict the ultimate load for two different types of reinforced concrete continuous two-span deep beams. Results of comparing analytical with experimental data demonstrates the accuracy of the program. The effects of longi...
Main Authors: | , |
---|---|
Format: | Article |
Language: | English |
Published: |
Tikrit University
2010-06-01
|
Series: | Tikrit Journal of Engineering Sciences |
Subjects: | |
Online Access: | https://tj-es.com/ojs/index.php/tjes/article/view/550 |