Issue 36

H. Zhu, Frattura ed Integrità Strutturale, 36 (2016) 191-200; DOI: 10.3221/IGF-ESIS.36.19 198 Figure 10 : Comparison of the measured value and the simulated value of the vertical deformation of bottom column 5. It can be seen from Figs. 8 ~ 10 that, development rate of the measured value of the vertical deformation of steel reinforced concrete (C 60) in the late stage was larger than that of the simulated value in the same period, and the difference of deformation became more and more obvious as time went on. Analysis and comparison of the simulated results and the measured results of vertical deformation of C50 concrete component is shown in Fig. 11. Figure 11 : Comparison of the measured value and the simulated value of the vertical deformation of bottom column 1 of the 20 th floor. It can be seen from Fig. 11 that, development rate of the measured value of the vertical deformation of steel reinforced column (C50) was highly fitted with that of simulated value; and the eccentricity of the frame column was relatively low. Analysis and comparison of the simulated results and the measured results of the vertical deformation of C40 concrete component is shown in Fig. 11. Figure 12 : Comparison of the measured value and the simulated value of the vertical deformation of bottom column 1 of the 29 th floor.