Lateral Dynamic force is represented as a time variant force F (t) at roof level, causing translation x(t) of the roof in the direction of this force.
The portal frame is subjected to ground acceleration generating a ground displacement , Horizontal ground motion displaces the base of a structure .
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#Earthquake_Loading #Single_degree_of_freedom #Dynamic_Excitation
Негізгі бет Response of Single Degree of Freedom System Under Earthquake Loading/ Dynamic Excitation
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