A SDOF system has damping factor of 6.2%. Mass at roof level is 17.5 x 105 kg and is supported by columns with a total stiffness of 11.2 x 106 N/m. The nature and magnitude of an impulse experience by the structure at the base level is shown by the p(t) – T diagram. Determine the displacement after 3.2 s. 0.12 p(t) T (sec) 0 03 0 04 305 kN

Structural Analysis
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Chapter2: Loads On Structures
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A SDOF system has damping factor of 6.2%. Mass at roof level is 17.5 x 105 kg and is supported by columns
with a total stiffness of 11.2 x 106 N/m. The nature and magnitude of an impulse experience by the
structure at the base level is shown by the p(t) – T diagram. Determine the displacement after 3.2 s.
0.12
p(t)
T (sec)
0.03
0.04
305 kN
Transcribed Image Text:A SDOF system has damping factor of 6.2%. Mass at roof level is 17.5 x 105 kg and is supported by columns with a total stiffness of 11.2 x 106 N/m. The nature and magnitude of an impulse experience by the structure at the base level is shown by the p(t) – T diagram. Determine the displacement after 3.2 s. 0.12 p(t) T (sec) 0.03 0.04 305 kN
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