Evaluation of Shear-Flexure Interaction Behavior of Reinforced Concrete Wall
Reinforced concrete (RC) wall is a critical structural member that resists lateral loadings, such as earthquake and wind. RC wall having moderate height to length ratio, 1.50-2.50, has the altered shear-flexure interaction (SFI) behavior, so shear and flexural failure mechanisms occur almost concur...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Petra Christian University
2024-03-01
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| Series: | Civil Engineering Dimension |
| Subjects: | |
| Online Access: | https://ced.petra.ac.id/index.php/civ/article/view/27163 |