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Pushover Analysis

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Dhaval Shinde

Dhaval Shinde

Structural
Joined
Mar 24, 2019
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IN
What could be the reason for hinges dropping its load carrying capacity after point B of the Hinge diagram i.e. the moment curvature .

I am performing pushover analysis on a 5 storey frame structure designed only for gravity loads. and i have used manual Hinge Definition
 
 https://files.engineering.com/getfile.aspx?folder=31d93857-bae2-4181-8aa0-4b70a1290b06&file=123456.jpg
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