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  1. JonathanDavis

    Time History Analysis Of 2D Frame Using MATLAB (El Centro)

    Hi, Consider a 2D frame like below which excited by el Centro earthquake: I'm Using Direct Time Integration To obtain response of structure. I verified my program with SAP200 when a Harmonic load applied in node2 and results are the same. but in this case, i.e. base excitation, i have a...

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