Page 146 - Advanced Design Examples of Seismic Retrofit of Structures
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138 Advanced Design Examples of Seismic Retrofit of Structures
FIG. 3.12 Column C-N-3.
eccentricities in the northern and the southern parts of the building, as indepen-
dent buildings, are 28% and 38%, respectively. However, this eccentricity in the
monolithic building is reduced to 18%.
3.3.2.3 Conclusions
Based on the results in this part, the main causes of vulnerability of the building
under two scenarios of two independent, isolated buildings parts and a
