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Table 4 Summary of parametric study applied on the building

From: Numerical and Experimental Behavior of Two-Story Confined Masonry Structure Subjected to Cyclic Loads

Parametric study

No. of stories

No. of bays

Strengthening location of different wall sides

Longitudinal rft of tie columns

Shear links of tie columns

 

One bay

Two bay

Three bay

   

One story

One story

One story

One story

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Un-retrofitted specimen

4T10

T6@200

Two story

Two story

Two story

Two story

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Retrofitted- full coverage specimen

T124

T8@200

Three story

Three story

Three story

Three storyView full size image

Retrofitted- front and back only specimen

T164

T10@200

Four story

Four story

Four story

Four story

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Retrofitted- side walls only specimen

  

Five story

Five story

Five story

Five story

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