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pushover curves
pushover curves
i am doing a pushover curve on a six story inverted chevron braced frame system. i want to know what some "ballpark" figures are for the maximum roof displacements would be? also, the approximate force to pushover the building. i just some ballpark numbers from previous pushover analysis just so i feel comfortable that i am getting reasonable results. this building is being subjected to el centro earthquake.
thanks for the help
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