Intent 1:
To limit the probability that the lateral deflection
and distortion of the building structure due to maximum expected seismic
ground motions will lead to the excessive deformation of the building
structure, which could lead to:
- the excessive deformation of, or excessive stress in,
the structural elements, which could lead to damage to the building,
or
- the excessive deformation of, or excessive stress in,
the building structure, which could lead to damage to the building,
which could impede the intended use and occupancy of the building.