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- W2347693539 abstract "Taking the concrete creep and shrinkage of core-wall and the temperature difference between inside and outside of the structure into account, the differential shortening between columns and core-wall of the steel frame-reinforced concrete core-wall structure subjected to gravity loads is analyzed in this paper. The gravity loads are applied to the structural calculating model floor by floor to simulate the construction process, and the program SAP2000 is used to calculate the differential shortening according to the superposition principle. When only the concrete creep and shrinkage are considered and the gravity loads are applied, the concrete leveling for the differential shortening between columns and core-wall of the steel frame-reinforced concrete core-wall structure higher than 150m is more than 2mm per 3-floor. The total influence of the concrete creep and shrinkage and the temperature difference between inside and outside of the structure on axial forces of frame columns is considerable and the sum of the effects of the above-mentioned three factors on the axial forces of steel column will equal to 3% -20% of that caused by gravity load. The joint patterns between coupling beams and frame columns has little effect on the differential shortening between columns and core-wall, but causes rather great effect on the internal force of the joint. The adoption of concrete-filled steel tube columns will significantly decrease the differential shortening between columns and core-wall." @default.
- W2347693539 created "2016-06-24" @default.
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- W2347693539 date "2005-01-01" @default.
- W2347693539 modified "2023-09-27" @default.
- W2347693539 title "Calculation of the differential shortening of steel frame-reinforced concrete core-wall structure" @default.
- W2347693539 hasPublicationYear "2005" @default.
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