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Measured and Predicted Column Shortening of a Tall Reinforced Concrete Building

고층 콘크리트 건물의 기둥축소량 계측연구

  • 김원상 (삼성물산(주) 기술연구소) ;
  • 조한욱 (삼성물산(주) 기술연구소 수석연구원) ;
  • 오정근 (삼성물산(주) 기술연구소) ;
  • 염경수 (삼성물산(주) 건축기술팀)
  • Published : 1999.06.01

Abstract

The KLCC Petronas Tower 2, one of the world tallest twin reinforced concrete towers constructed in Kuala Lumpur, Malysia, was instrumented during construction for the measurement of vertical time-dependent deformation of columns and corewall. Field measurements were made by means of vibrating wire strain gauges at the corewall, tower and bustle perimeter columns at selected floor levels of the building. Parallel to this observation, laboratory tests were performed on concrete cylinders made in the field in order to obtain the variations of concrete compressive strengths, elastic moduli, strains of creep and shrinkage with time. Monitored vertical deformations are in a good agreement with the prediction based on actual construction sequence and concrete properties from laboratory tests, as well as the analytical results reflected in actual column compensation of the building.

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References

  1. ACI Journal, Proceedings v.66 no.12 Effects of Column Creep and Shrinkage in Tall Structures - Prediction of Inelastic Column Shorteing Fintel, M.;Khan, F. R.
  2. ACI 209R-92 Prediction of Creep, Shrinkage, and Temperature Effects in Concrete Structures ACI Committee 209
  3. Time-Dependent Behavior of Columns in Water Tower Place Russell, H. G.;Corley, W. G.
  4. Column Shortening in Tall Structure - Prediction and Compensation Fintel, M.;Ghosh, S. K.;Iyengar, H.
  5. Large Concrete Design and Construction Series Rangan, B. V.;Warner, R. F.
  6. ACI 318-95 Buliding Code Requirements for Structural Concrete and Commentary ACI Committee 318
  7. CEB-FIP Model Code for Concrete Sturcture Intermational du Beton
  8. CEB-FIP Model Code Thomas Telford Services Ltd.
  9. Materials and Structures v.12 no.69 Practial Preduction of Time Dependent Deformations of Concrete Bazant, Z. P.;Panula, L.
  10. Materials and Structure v.24 no.148 Improved Prediction Model for Time dependent Deformation of Concrete Bazant, Z. P.;Kim, J. K.;Panula, L.
  11. Materials and Sturctures v.28 Justification and Refinements of Model B3 for Concrete Creep and Shrinkage, 1. Statistics and Sensitivity Bazant, A. P.;Baweja, S.
  12. Journal of the Prestressed Concrete Institute v.30 no.6 Structral Properties of High Strength Concrete and Its Implications for Precast Prestressed Concrete Ahmad, S. H.;Shah, S. P.
  13. ACI Journal v.78 no.3 Properties of High Strength Concrete subjected to Short-Term Loads Carrasquillo, R. L.;Nilson, A. H.;Slate, F. O.