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Eliminating some expansion joints to improve seismic performance?

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brTCP

Structural
Joined
Oct 24, 2022
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38
Location
PT
I am retrofitting an existing building that is composed of highly irregular independent blocks. If I merge some blocks together (eliminating some of the joints), the structure becomes quite regular in plan. The joints are spaced at roughly 30m. The question is, what should I have in mind while analysing this possibility? The building is 20 years old, so I guess drying shrinkage is no longer an issue. There is temperature variation along the year, but this is something I think I can analyse and account for. What else should I consider?
 
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