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Champagne Towers, Santa Monica, CA:
Seismic study and structural rehabilitation and renovation of 16-story, 1970
concrete frame building severely damaged in the 1994 Northridge Earthquake.
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East County Regional Center, El Cajon, CA:
Structural engineering for the seismic evaluation of the 1980
vintage,10-story, steel framed administration building, using non-linear
pushover analysis techniques to evaluate the ductility demands on the
pre-Northridge welded steel frames; structural design for jail conversion
remodel project for the upper four floors of the facility.
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Pioneer Warehouse, San Diego, CA:
Seismic study and structural rehabilitation of 6-story, 120,000 s.f. concrete
structure in the Gaslamp Historic District of San Diego.
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Headquarters Building, MCB Camp Pendleton,
Oceanside, CA: Structural engineering for seismic evaluation and preliminary
retrofit design of two & one-half story non-ductile concrete frame building
with precast concrete cladding walls; 40,000 s.f. structure, built in 1998 was
evaluated using FEMA 178 and 1994 UBC; retrofit designed to resist 1994 UBC
seismic demands.
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BEQ 775, 864 and BOQ 572, Naval Air Station
North Island, Coronado, CA: Seismic
investigation, evaluation, retrofit and architectural renovation of a 3-story
non-ductile concrete frame structure, a four-story concrete masonry structure
and eight single-story wood framed structures; evaluation and retrofit in
accordance with Federal standards to provide substantial life safety.
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McClintock Plaza, San Diego, CA:
Seismic Study and structural rehabilitation of 1929 6-story, 60,000 s.f.
concrete structure plus addition of 6-story parking structure.
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FEMA Case Study, Pomerene Hall, Presidio of
Monterey: Structural engineering
services for FEMA 273 Case Study of 3-story 50,000 s.f. non-ductile concrete
frame building constructed in 1955. The structure was comparatively evaluated
in accordance with 1994 UBC, FEMA 310 and FEMA 273. Shear wall retrofits were
designed in accordance with each 1994 UBC and FEMA 273 guidelines.
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