SEISMOSTRUCT ANALYSIS OF REINFORCED CONCRETE STRUCTURE

In this paper, the displacement of RC frame structure subjected to monotonic force from Seismostruct software is compared with the experimental result done by Kien Vinh Duong (2006). The results obtained from the software are used to compare with the data done by the experiments. . The agreement between the software simulation and experiment has been shown. However, there is still a small disagreement between the base shear of the experimental data and simulation data. Even though there is still a small difference in base shear, we can assumed the software is reliable for further research testing because different is only 17% and can be reduced by reducing the error mentioned in the report.