The 2001 Nisqually Earthquake severely damaged the Boeing
Company’s auditorium and cafeteria building. The building shape is very
irregular in both plan and elevation. Lateral resistance is by chevron-braced
vertical frames scattered around the building. The foundation is auger-cast
piles at each column.
After the earthquake there were only minor visible
indications of distress. However, significant vertical displacement of the
second-floor in the open auditorium area was noticed. Soil liquefaction during
the earthquake dragged down many of the pile-support column foundations in an
uneven pattern, with a six-inch differential across the building. Many of the
foundation to column base connections were in tension due to the drag-down
effect. The resulting displacement yielded and buckled some of the chevron
bracing elements of the lateral force resisting frames.
Building repair included potential of future soil
liquefaction simultaneous with seismic lateral displacements. Installation of
friction dampers in series with the existing chevron bracing was chosen as the
most cost-effective and quickest method for repair. The damper slip distance
was set to accommodate the simultaneous effects of seismic lateral displacements
and soil liquefaction.
Non-linear time-history analysis was used to simulate
response for several different design earthquake records.
Construction was uneventful and less expensive than the next
least costly alternative, which would have been to disconnect and jack the
building columns to relieve locked‑in settlement stresses; followed by repair
and replacement of damaged lateral bracing and underpinning the braced frame
foundations. It is important to note that the client’s major concern was to
minimize building closure time. CP&A worked nights and overtime to minimize
the engineering schedule and devised simple installation methods and
procedures to shorten the construction schedule. CP&A also convinced the
damper supplier to shorten delivery time by reconfiguring delivery schedules on other
projects.