FE analysis of pulled-out eccentrically spliced longitudinal headed bars for precast beam-footing connections
Load transfer in structural elements of RC constructions and the behavior of such constructions are basically dependent on the detailing of both the structural elements and their connections. Assessing analytically the characteristics and behavior of such structural elements and their connections un...
Saved in:
| Main Authors: | Hassane Ousalem, Hiroto Takatsu |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Taylor & Francis Group
2023-09-01
|
| Series: | Journal of Asian Architecture and Building Engineering |
| Subjects: | |
| Online Access: | http://dx.doi.org/10.1080/13467581.2022.2160640 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Experimental investigations of the H-shaped post-tensioned precast frame module with monolithic beam-column connections
by: Won-Kee Hong, et al.
Published: (2025-05-01) -
Research on Seismic Resistance of Precast Concrete Shear Walls with Bolt Splicing
by: XU Zhuang, et al.
Published: (2023-01-01) -
Effect of Eccentric Loading on Shear Load Capacity of Footings.
by: Mukisa, Fred
Published: (2024) -
Modified Energy-Based Design Method of the Precast Partially Steel-Reinforced Concrete Beam–CFST Column Eccentrically Braced Frame
by: Fugui Hou, et al.
Published: (2025-05-01) -
Experimental and nonlinear finite element analysis for post-tensioned precast frames with mechanical joints
by: Won-Kee Hong, et al.
Published: (2023-09-01)