Progressive collapse behaviour of earthquake-damaged interior precast concrete joints with headed bars and plastic hinge relocation
This study investigated progressive collapse behaviour of earthquake-damaged interior precast concrete (PC) joints with headed bars. The main objective was to quantify the impact of slight and moderate earthquake damage on their residual collapse resistance. The research began with a numerical inves...
Main Authors: | Nguyen, Van Hung, Tan, Kang Hai |
---|---|
Other Authors: | School of Civil and Environmental Engineering |
Format: | Journal Article |
Language: | English |
Published: |
2024
|
Subjects: | |
Online Access: | https://hdl.handle.net/10356/175802 |
Similar Items
-
Progressive collapse behaviour of advanced precast reinforced concrete joints with headed bars and plastic hinge relocation
by: Nguyen, Van Hung, et al.
Published: (2023) -
Behavior of Confined Headed Bar Connection for Precast Reinforced Concrete Member Assembly
by: Zihao Liang, et al.
Published: (2023-01-01) -
Evaluation of the Residual Seismic Capacity of Post-Earthquake Damaged RC Columns Based on the Damage Distribution Model
by: Lei Li, et al.
Published: (2023-02-01) -
P-Delta Effect on Residual Displacement and Collapse Capacity of SDOF Systems during Long and Short Duration Earthquakes
by: Mohammadhosein Hajimohammadi, et al.
Published: (2022-02-01) -
Efficiency of Flange-Bonded CFRP Sheets in Relocation of Plastic Hinge in RC Beam–Column Joints
by: Farzad Hejazi, et al.
Published: (2023-10-01)