Parking Structure Evaluation
Six-story structure with reinforced concrete frames for lateral load resistance in one direction and reinforced concrete shear walls for resistance in the other direction. Evaluated numerous observable cracks and spalls, but deemed the structure’s integrity had not been compromised.
304 West Elm Street
ASCE 31-03 seismic evaluation of a one-story historically registered structure.
San Francisco CA
Multi-story apartment complex built into a hillside ranges between five and eight stories. The structural system consists of concrete slabs and columns with masonry shear walls. A linear elastic dynamic analysis was performed on the structure to evaluate the performance of the structure when subjected to different hypothetical seismic events.