Page 70 - Advanced Design Examples of Seismic Retrofit of Structures
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80
ASCE41
Proposed
60
K_Formula (MN/m) 40
20
0
0 20 40 60 80
K_numerical (MN/m)
FIG. 2.34 Comparison of stiffness of piers in single-story masonry buildings.
160
ASCE41
Proposed
120
K_Formula (MN/m) 80
40
0
0 40 80 120 160
K_numerical (MN/m)
FIG. 2.35 Comparison of stiffness of floor story piers in multistory masonry buildings.
