Issue 36

H. Zhu, Frattura ed Integrità Strutturale, 36 (2016) 191-200; DOI: 10.3221/IGF-ESIS.36.19

Figure 6 : Simulation model of construction

Figure 7 : Model of the standard floor

R ESULTS AND DISCUSSION

A

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.

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