Use of recorded ground motions for structural analysis is a subject receiving much attention by
both practitioners and researchers in the civil engineering community. The results from dynamic
structural analysis are known to be sensitive to the choice of ground motion input, so this topic is
not trivial and care must be taken to ensure that the input is as representative as possible of future
ground motions that a structure might experience. To illustrate challenges and opportunities for
engineering use of ground motions, typical selection procedures and uses of ground motions for
analysis will be described. These uses include prescriptive checks to satisfy building code
requirements, as well as newer procedures to more accurately quantify the probability building
failures (often termed "performance-based engineering"). Two tools used in these analysis-the
Uniform Hazard Spectrum and the newer Conditional Mean Spectrum-will be described and
differences between the two will be highlighted. An improved understanding of these
engineering analysis approaches and limitations may benefit all parties involved in the selection,
simulation, or use of ground motions.
Thursday, December 1st, 2011
2:00 PM EST