Behavior of Structural Concrete Frames with Hybrid Reinforcement under Cyclic Loading
A substantial amount of work was carried out on the use of fiber-reinforced polymer (FRP) in reinforcing concrete structural elements, which demonstrated considerable inelasticity or deformity through monotonous and fatigue loads. Even so, the action of FRP bars in FRP-RC columns and frame structure...
Saved in:
Main Authors: | Asmaa Sobhy, Louay Aboul Nour, Hilal Hassan, Alaaeldin Elsisi |
---|---|
Format: | Article |
Language: | English |
Published: |
Gruppo Italiano Frattura
2021-06-01
|
Series: | Fracture and Structural Integrity |
Subjects: | |
Online Access: | https://www.fracturae.com/index.php/fis/article/view/3058 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Cyclic Behavior of Seismically Non-Conforming Interior Reinforced Concrete Beam–Column Joints
by: Peyman Sabbahfar, et al.
Published: (2025-01-01) -
Rubberized reinforced concrete columns�under axial and cyclic loading�
by: Heba A. Mohamed, et al.
Published: (2024-10-01) -
Quick-assembly units in steel frames of multi-storey buildings
by: A. R. Tusnin, et al.
Published: (2024-06-01) -
Fragility functions for reinforced-concrete frames classified by joint strength margin: the case of interior beam–column joint
by: Takashi Takeuchi, et al.
Published: (2025-01-01) -
Progressive Collapse of Typical and Atypical Reinforced Concrete Framed Buildings
by: Solomon Abebe Derseh, et al.
Published: (2024-04-01)