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Seismic Comparative Study of Multistoried R C C Building with Shear Wall in Bare Frame and Masonry Infill Frame for Various Types of Soil and Seismic Zones

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Figure

Table 1:Thickness Table
Fig -3: position of the shear wall
Table 5: Comparison of infill frame and infill frame with Shear wall, G+9, span 3.5m, bay 3
Table 8: comparison of the axial force and Design moments of building with and without shear wall for bare frame for span 3.5m
+2

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