Episode 57 - FRP, Bonding With Simpson
The Structural Engineering Podcast
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Is It Possible to Add More Strength to a Sismic Column?
Can we expect to get up to the same level of performance that weoud have with a well detailed sismi system? That's a good question. The answer probably would be yes and no, in the sense like a f r p, primarily used to strengthen an existing deficient structure. In some cases, your you can add more strength than something that you have originally designed as well. Sits a case by case basis. Some applications, i would say, we need more work to be done.
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