This paper addresses post-earthquake functionality of buildings by foc
using on one of the key aspects of damage control design-interstory dr
ift. It is generally recognized that interstory drift can be used as a
measure of expected damage. In order to control damage, the designer
must understand the relationship between interstory drift and differen
t levels of damage. Current code provisions for interstory drift, whic
h attempt to address life safety primarily, are reviewed. The limitati
ons of these provisions when applied to damage control design are disc
ussed. An overview of current research on establishing a relationship
between interstory drift and damage levels in nonstructural and struct
ural elements is provided.