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Base Isolation and Energy Dissipation Questions and Answers

Answer: C

The load is transferred temporarily, the columns are cut in sequence and the bearings are inserted, which is demanding but well-established work. A moat and flexible services then have to be created around the completed plane.

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Answer: D

Displacement grows with the severity of the shaking, and the system is checked at the design level and again at the rarer maximum considered level. Restraints and additional gap are provided so that the larger event does not exhaust the bearings.

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Answer: A

Impact against the moat wall is a severe event for the superstructure, so the gap is sized for the rarer shaking rather than the design level. That is why the gap is normally larger than the design displacement itself.

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Answer: B

The impedance mismatch at the isolation plane keeps much of the energy from entering the building at all, and the bearings absorb a further share in hysteresis. What is left is small enough for the superstructure to carry elastically.

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Answer: C

The auxiliary mass works with the structure's own response, absorbing energy once the building is already moving, whereas isolation prevents much of that motion from starting. The two are complementary rather than alternatives.

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