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Figure 2. Elevation view of building Table 1. Analysis data of building

Figure 2 Elevation view of building Table 1. Analysis data of building

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Figure 3. 3D view and plan view of model 1. 2.2. SelsmiIc NKesponse Of SOft Storey Following four models with one of them frame model, fully in filled full brick masonry infill frame (only outer face) with top and bottom soft storey without otherwise another three models with different positioning of shear wall as shown in Table 2. All of models are analysed by using SAP 2000 software as special moment resisting frame by using Equivalent static analysis (ESA), Response spectrum analysis (RSA), Time history analysis (THA).
Figure 3. 3D view and plan view of model 1. 2.2. SelsmiIc NKesponse Of SOft Storey Following four models with one of them frame model, fully in filled full brick masonry infill frame (only outer face) with top and bottom soft storey without otherwise another three models with different positioning of shear wall as shown in Table 2. All of models are analysed by using SAP 2000 software as special moment resisting frame by using Equivalent static analysis (ESA), Response spectrum analysis (RSA), Time history analysis (THA).
Figure 1. Plan view of building
Figure 1. Plan view of building
Figure 4. 3D view and plan view of model 2
Figure 4. 3D view and plan view of model 2
iain © ey See The physical and functional characteristics of places can be determined by generation and management of digital representations. SAP2000 is a general purpose element program which performs the static and dynamic analysis of structural systems. It is also powerful design tool to design structures following AISC building codes and other standards. The modelling, analyzing, designing, and displaying the structure geometry, properties and results analysis can be done using SAP2000 graphic user interface.
iain © ey See The physical and functional characteristics of places can be determined by generation and management of digital representations. SAP2000 is a general purpose element program which performs the static and dynamic analysis of structural systems. It is also powerful design tool to design structures following AISC building codes and other standards. The modelling, analyzing, designing, and displaying the structure geometry, properties and results analysis can be done using SAP2000 graphic user interface.
Figure 7. 3D view and plan view of model 5 Figure 5. 3D view and plan view of model 3 Table 2. Description of models
Figure 7. 3D view and plan view of model 5 Figure 5. 3D view and plan view of model 3 Table 2. Description of models
Figure 6. 3D view and plan view of model 4
Figure 6. 3D view and plan view of model 4
Table 3. The value of lateral displacement for each model (mm)
Table 3. The value of lateral displacement for each model (mm)
Figure 8. Displacement profile in longitudinal direction for ESA, RSA and THA (X-axis) Figure 9. Displacement profile in transverse direction for ESA, RSA and THA (Y-axis) Graph was plotted as the ordinate for different models in x-axis, y-axis and z-axis as shown ir Figure 8, Figure 9 and Figure 10 respectively. Conclusion can be made that displacement was highet for model 1, structure without shear wall system compared to other models.
Figure 8. Displacement profile in longitudinal direction for ESA, RSA and THA (X-axis) Figure 9. Displacement profile in transverse direction for ESA, RSA and THA (Y-axis) Graph was plotted as the ordinate for different models in x-axis, y-axis and z-axis as shown ir Figure 8, Figure 9 and Figure 10 respectively. Conclusion can be made that displacement was highet for model 1, structure without shear wall system compared to other models.
‘igure 10. Displacement profile in z-axis direction for ESA, RSA and THA.
‘igure 10. Displacement profile in z-axis direction for ESA, RSA and THA.
Table 4. The value of base shear resistance for each model (KN) weer SIUIO WILOCUE EAC OEOLUNELUO Base shear resistance is the maximum expected lateral force that will occur due to earthquake ground motion at the base of the structure. Table 4 compares the base shear resistance value of the model in x, y and z directions respectively using ESA, RSA, and THA. Based on chart on Figure 11 (x direction), Figure 12 (y direction), Figure 13 (z direction) shown that models have a shear wall can increase of the base shear wall depend on location and type of shear wall along x-direction. Similar percentage variation is observed in y and z direction.
Table 4. The value of base shear resistance for each model (KN) weer SIUIO WILOCUE EAC OEOLUNELUO Base shear resistance is the maximum expected lateral force that will occur due to earthquake ground motion at the base of the structure. Table 4 compares the base shear resistance value of the model in x, y and z directions respectively using ESA, RSA, and THA. Based on chart on Figure 11 (x direction), Figure 12 (y direction), Figure 13 (z direction) shown that models have a shear wall can increase of the base shear wall depend on location and type of shear wall along x-direction. Similar percentage variation is observed in y and z direction.
Figure 13. Comparison of base shear resistance between ESA, RSA, and THA for all models along z direction. Figure 12. Comparison of base shear resistance between ESA, RSA, and THA for all models along transverse direction
Figure 13. Comparison of base shear resistance between ESA, RSA, and THA for all models along z direction. Figure 12. Comparison of base shear resistance between ESA, RSA, and THA for all models along transverse direction
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Materials ScienceShear WallIOP conference series-MSE
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