Module 1 Flashcards

1
Q

fs

A

static load

fs = ku

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2
Q

stiffness of column with rigid roof

A

k = 12 EI / h^3

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3
Q

stiffness of column with no stiffness in roof

A

k = 3EI / h^3

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4
Q

damping

A

dissipation of energy in vibrating system by various mechanisms
- allows for reduction in vibration amplitudes

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5
Q

mechanisms of damping

A

complex and occur for various reasons

  • friction between structural connections
  • opening and closing of microcracks in concrete
  • friction between structure and non-structural elements
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6
Q

fd

A
visocous damping (velocity proportional damping)
fd = cudot
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7
Q

ut

A

total structural displacement

ut = ug + u

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