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BUILDING IN ANTAKYA

BUILDING IN ANTAKYA. Information about the Building. Building consists of b asement + g round+8 t ypical floors . ( n o RC w alls at basement ) Built in 1973 Existing m aterial p roperties : C10 / S220 Storey h eights : Basement f loor – 3.6 m Ground f loor – 4.8 m

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BUILDING IN ANTAKYA

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  1. BUILDING IN ANTAKYA

  2. Information about the Building • Buildingconsists of basement +ground+8 typicalfloors. (no RC walls at basement) • Built in 1973 • Existingmaterialproperties: C10 / S220 • Storeyheights : • Basementfloor – 3.6 m • Groundfloor – 4.8 m • Typicalstoreys – 3 m • Total buildingheight – 28.8 m • EarthquakeZone : 1 , SoilType : Z2 • Lateralloadresistingsystemconsists of frames. There is no “RC Wall”

  3. Typical Floor Plan 21 m 24 m

  4. Assessment Summary of the Existing Building

  5. Assessment Summary of the Existing Building

  6. Added RC Walls – Basement & Ground Floor

  7. Added RC Walls + CFRP Reinforced HCT Walls

  8. Assessment Summary – Strengthened Building

  9. Assessment Summary – Strengthened Building

  10. Demand/Capacity Ratios for HCT Walls with CFRP

  11. Demand/Capacity Ratios for HCT Walls with CFRP

  12. Pushover Analyses Results

  13. 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.

  14. RC WALL Construction

  15. Basement & Ground Floor Corrosion Repair

  16. CFRP Application on HRC Infills

  17. Daily life did not stop

  18. Thank you for your attention

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