| Abstrakt: |
The design of earthquake-resistant buildings is built with strong columns and weak beams. One of the reasons that building collapses are due to the selection of soft storey structures. The research objective was to determine the increase in stiffness, the maximum load capacity regarding brick as a load and brick as a structure. The method used is a numerical simulation with the finite element method. From the results of the data analysis, it can be concluded that the maximum base shear force of brick X direction is 147.88 kN (as load), and 148.59 kN (as a structure). The basic shear force of the brick with the maximum direction of Y direction is 156.10 kN (as a load), 158.32 kN (as a structure). From the results of the data analysis, the maximum stiffness of bricks in the X direction is 11.73 kN / mm (as a load), and 11.28 kN / mm (as a structure). In terms of the maximum stiffness of the brick from the Y direction, it is = 8.68 kN / mm (as load), 9.01 kN / mm (as a structure). The basic shear force increases by 1.01 times (brick as a structure), and 1.015 times (brick as a load). When compared to brick as a load, the maximum stiffness increases by 0.96 times (brick as a structure) and 1,044 times (brick as a load). [ABSTRACT FROM AUTHOR] |
