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Q3: Calculate the required column stiffness of single one- story structure to limit its acceleration amplitude to 2.1 m/s2 during an earthquake whose acceleration amplitude is 150 mm/s2 at a frequency of 50 rad/s. The mass of structure is 2000 kg. Assume a damping ratio of 0.025.

Q3: Calculate the required column stiffness of single one- story structure to limit its acceleration amplitude to 2.1 m/s2 during an earthquake whose acceleration amplitude is 150 mm/s2 at a frequency of 50 rad/s. The mass of structure is 2000 kg. Assume a damping ratio of 0.025.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Q3: Calculate the required column stiffness of single one- story structure to limit its acceleration amplitude to 2.1 m/s2 during an earthquake whose acceleration amplitude is 150 mm/s2 at a frequency of 50 rad/s. The mass of structure is 2000 kg. Assume a damping ratio of 0.025.
Transcribed Image Text:Q3: Calculate the required column stiffness of single one- story structure to limit its acceleration amplitude to 2.1 m/s2 during an earthquake whose acceleration amplitude is 150 mm/s2 at a frequency of 50 rad/s. The mass of structure is 2000 kg. Assume a damping ratio of 0.025.
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