The structure shown irbelowFig. 1 has very stiff beams, and hence, will be Idealized as two degrees of freedom. The structure properties are given as follows: mass: m₁ = 0.2 kN.s² /mm m₂=0.4 kN.s² /mm stiffness: K₁= 12 El₁/L₁ = 50 kN /mm k₂= 12 El₂/L₂ = 100 kN /mm L₁ = 3m L₂=3m EQ k₁ kz M₁ m₂ K₁ k₂ u1 damping: 5=5% Fig. 1 If the structure is excited by El-Centro earthquake in the direction shown in the same figure, calculate the maximum displacements, maximum story forces, and maximum reactions, i.e. base shear and base moment using SRSS combining method.

The structure shown irbelowFig. 1 has very stiff beams, and hence, will be Idealized as two degrees of freedom. The structure properties are given as follows: mass: m₁ = 0.2 kN.s² /mm m₂=0.4 kN.s² /mm stiffness: K₁= 12 El₁/L₁ = 50 kN /mm k₂= 12 El₂/L₂ = 100 kN /mm L₁ = 3m L₂=3m EQ k₁ kz M₁ m₂ K₁ k₂ u1 damping: 5=5% Fig. 1 If the structure is excited by El-Centro earthquake in the direction shown in the same figure, calculate the maximum displacements, maximum story forces, and maximum reactions, i.e. base shear and base moment using SRSS combining method.

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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