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    Post Tensioned Flat Plate in Seismic Zone 3

    I have experience designing post tensioned flat plates for high rise buildings in a non-seismic zone. Recently our firm was hired to design a high-rise building in a seismic zone 3 (UBC 97)for which we are considering using a pt-flat plate, with shear walls as LFRS, but have some concerns about...

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