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Q2(a): The oscillator model for a two-storey building frame is shown in figure below. The displacements are absolute. Develop the mass and stiffness matrices. Determine the eigen values and eigen vectors for the same frame. u₁(t) 12(t) m m

Q2(a): The oscillator model for a two-storey building frame is shown in figure below. The displacements are absolute. Develop the mass and stiffness matrices. Determine the eigen values and eigen vectors for the same frame. u₁(t) 12(t) m m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
ChapterB: Graphical Analysis Of Planar Trusses
Section: Chapter Questions
Problem 10P
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Q2(a): The oscillator model for a two-storey building frame is shown in figure below. The displacements are absolute. Develop the mass and stiffness matrices. Determine the eigen values and eigen vectors for the same frame. u₁(t) 12(t) m m
Transcribed Image Text:Q2(a): The oscillator model for a two-storey building frame is shown in figure below. The displacements are absolute. Develop the mass and stiffness matrices. Determine the eigen values and eigen vectors for the same frame. u₁(t) 12(t) m m
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