Using the definition of stiffness and mass influence coefficients, formulate the equations of motion for the two-story shear frame with lumped masses shown in Fig. P9.5. The beams are rigid and the flexural rigidity of the columns is EI. Neglect axial deformations in all elements. m/2 Rigid beams P2(1) - h m P(t) h EI EI 2h Figure P9.5
Using the definition of stiffness and mass influence coefficients, formulate the equations of motion for the two-story shear frame with lumped masses shown in Fig. P9.5. The beams are rigid and the flexural rigidity of the columns is EI. Neglect axial deformations in all elements. m/2 Rigid beams P2(1) - h m P(t) h EI EI 2h Figure P9.5
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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