Experimental and nonlinear finite element analysis for post-tensioned precast frames with mechanical joints
Conventional cast-in-place frames using a pair of steel plates are replaced by a post-tensioned H-shaped precast frame with mechanical joints in which plates are used to transfer loads between them. The mechanical joints strengthened by interior bolts are used, providing a flexural capacity of colum...
Saved in:
| Main Authors: | Won-Kee Hong, Tien Dat Pham, Dinh Han Nguyen, Thuc Anh Le, Manh Cuong Nguyen, Van Tien Nguyen |
|---|---|
| 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/10.1080/13467581.2023.2171733 |
| 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) -
Numerical Investigation of Progressive Collapse Resistance in Fully Bonded Prestressed Precast Concrete Spatial Frame Systems with and Without Precast Slabs
by: Manrong Song, et al.
Published: (2025-08-01) -
Investigation of Passive Controlled Post-Tensioning System on the Structural Behaviour of Precast Reinforced Concrete Beam–Column Connections
by: Recep Kadir Pekgokgoz, et al.
Published: (2024-12-01) -
Nonlinear FEM considering concrete damaged plasticity for beam-to-column joints with bolted metal plates
by: Won-Kee Hong, et al.
Published: (2025-04-01) -
CONTACT JOINT STRENGTH OF PRECAST COLUMNS WITH DEFORMABLE CENTRING LAYING
by: A. I. Mordich, et al.
Published: (2014-10-01)