Issue 36

H. Zhu, Frattura ed Integrità Strutturale, 36 (2016) 191-200; DOI: 10.3221/IGF-ESIS.36.19 197 Figure 6 : Simulation model of construction Figure 7 : Model of the standard floor R ESULTS AND DISCUSSION Analysis of computing results nalysis and comparison of the simulated results and the measured value of vertical deformation of C60 concrete component is shown in Figs. 8 ~ 10. Figure 8 : Comparison of the measured value and the simulated value of the vertical deformation of bottom column 3 Figure 9 : Comparison of the measured value and the simulated value of the vertical deformation of bottom column 4. A