A dual-sided harped turnbuckle external post-tensioning (T-EPT) for retrofitting reinforced concrete beams
As time progresses, the decrease in structural performance is inevitable for every structure. Its structural members will eventually weaken due to overstressing and environmental factors. Consequently, deflection can occur specifically in RC beams, comprising its strength and serviceability. There a...
Saved in:
Main Authors: | Ferrer, Candice Maree N., Lee, Myung Hun, Lopez, Jerson J., Soriano, Reynaldo Timothy C. |
---|---|
Format: | text |
Language: | English |
Published: |
Animo Repository
2016
|
Subjects: | |
Online Access: | https://animorepository.dlsu.edu.ph/etd_bachelors/9728 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | De La Salle University |
Language: | English |
Similar Items
-
Analysis of beams prestressed with external tendons based on external post-tensioning method
by: Abu Atmeh, Majid Mohammad S.
Published: (1995) -
Structural retrofitting of buildings: Turnbuckle exterior post tensioning
by: Lejano, Bernardo A., et al.
Published: (2015) -
Effects of exterior post-tensioning on retrofitting deformed wide flange steel beams
by: Adiaz, Patricia C., et al.
Published: (2010) -
The feasibility of establishing a prestressed concrete company
by: Khan, Mario R.
Published: (1969) -
Feasibility of expanding prestressed concrete factory in our country
by: Jose, Gerardo R.
Published: (1968)