Date post: | 22-Dec-2015 |
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BUILDING IN ANTAKYA
Information about the Building Building consists of basement +ground+8 typical
floors. (no RC walls at basement) Built in 1973 Existing material properties: C10 / S220 Storey heights :
Basement floor – 3.6 m Ground floor – 4.8 m Typical storeys – 3 m Total building height – 28.8 m
Earthquake Zone : 1 , Soil Type : Z2 Lateral load resisting system consists of frames. There
is no “RC Wall”
Typical Floor Plan
21 m
24 m
Assessment Summary of the Existing Building
Assessment Summary of the Existing Building
Added RC Walls – Basement & Ground Floor
Added RC Walls + CFRP Reinforced HCT Walls
Assessment Summary – Strengthened Building
Assessment Summary – Strengthened Building
Demand/Capacity Ratios for HCT Walls with CFRP
Demand/Capacity Ratios for HCT Walls with CFRP
Pushover Analyses Results
Concluding Remarks
Proposed rehabilitation technique satisfies current
TEC requirements.
Rehabilitation work was started in October 2008.
It is user friendly technique. Building is not
evacuated.
CFRP application is completed in 2.5 months.
RC wall application lasted for 5 months.
RC WALL Construction
Basement & Ground Floor Corrosion Repair
CFRP Application on HRC Infills
Daily life did not stop
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