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True or false: a structure designed for wind loads is automatically safe against earthquake loads in a high zone.

  • A.True, provided the building is taller than ten storeys
  • B.False, but only for masonry buildings
  • C.False, because the two demands differ in magnitude, direction and required ductility
  • D.True, since both are lateral loads of broadly similar magnitude, direction and duration

Answer: C

Correct answer: False, because the two demands differ in magnitude, direction and required ductility

Wind is a sustained external pressure on the exposed face, proportional to area, and it acts in one direction at a time. Earthquake force is inertial, proportional to mass, reverses rapidly through many cycles, and acts in whichever direction the ground moves.

The consequences differ accordingly. A wind design need not be ductile, because the load does not cycle into the inelastic range; an earthquake design must be, because it is expected to. Detailing, not merely force, is what the earthquake case adds.

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