EQE MODULE 3 Flashcards

1
Q

can be idealized as concentrated or
lumped mass “m” supported by a massless structures with stiffness “k” in the lateral direction.

A

simple structures

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2
Q

flexibility of the structure in lateral motion is provided entirely by the _____

A

columns

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3
Q

The process by which vibration steadily diminishes in amplitude

A

damping

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4
Q

the kinetic energy and strain energy of the vibrating system are dissipated by various mechanisms

A

damping

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5
Q

primary requirements for the preparation of earthquake loading codes, for determining the earthquake loadings for structure

A

study of seismic activities

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6
Q

geological or other consequential
hazards

A
  1. Fault displacement
  2. Subsidence (flooding)
  3. Liquefaction of cohesionless soils
  4. Failure of sensitive or quick clays
  5. Landslides
  6. Mudflows
  7. Dam failures
  8. Water waves
  9. Groundwater
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7
Q

Factors influencing the local modifications to the underlying motion

A
  1. Topography and nature of the bedrock
  2. Natural geometry of the depositional soils
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8
Q

may involve a depth of a kilometer or more, and an area within a horizontal distance of several kilometers from the site.

A

local

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9
Q

The topography of both the bedrock and the deposited soils has various effects on the incoming seismic waves such as

A

reflection, refraction, focusing and scattering

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10
Q

These are sometimes generated by earthquakes

A

Water waves

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11
Q

It is caused by vertical displacement of blocks of sea bed

A

tsunami

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12
Q

may also occur in the enclosed waters of lakes and harbours due to resonance effects or landslides.

A

seiches

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13
Q

occur after earthquakes, apparently due to changes in pore pressure.

A

Changes in ground water discharge

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14
Q

the probability that social or economic consequences of earthquakes will equal or exceed specified values at a site, at several sites, or in an area, during a specified exposure time.

A

Seismic risk

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15
Q

is any physical phenomenon (e.g. ground shaking, ground failure) associated with an earthquake that may produce adverse effects on human activities.

A

Seismic hazard

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16
Q

may either purely descriptive terms or qualitatively evaluated, depending on the needs of the situation.

A

Hazards

17
Q

physical consequences of earthquakes for human beings

A
  1. Death and injury of human beings
  2. Damage to the constructed and natural environments
18
Q

basic seismic design aims

A
  • The reduction of loss of life in any earthquake, either through collapse or through secondary damage such as falling debris or earthquake-induced fire
  • The reduction of the damage and loss of use of the constructed environment.
19
Q

Post-earthquake economic consequences

A
  1. Cost of death and injury
  2. Cost of damage
  3. Losses of production and markets
  4. Insurance claims