Rockwood retained SGH to perform pre-purchase review of the structure, which comprises post-tensioned concrete waffle slabs supported by perimeter precast columns and interior concrete walls located around service cores. We identified seismic vulnerabilities, including the following:
Non-ductile detailing, common to concrete buildings of this era
A torsional shear wall layout
Perimeter columns along the street faces that were susceptible to damage during an earthquake
Following the acquisition, Rockwood retained SGH to design the required seismic upgrades. Although vulnerable, the perimeter columns were an important element of the building’s architecture and could not be directly retrofitted. We developed a retrofit that would improve the lateral-load-resisting system while preserving the building’s exterior appearance and strengthen the existing post-tensioned floor slabs, which were too thin to permit effective attachment of new structural elements. Working with the building owner and architect, SGH identified locations for new shear walls away from the exterior wall lines that would not impact the utilization of floor space. We detailed fiber-reinforced polymer (FRP) reinforcement to supplement the strength of the deficient slabs and attach the floor diaphragms to the new walls. The relatively flat FRP strips served to strengthen the slabs without affecting the architectural floor finishes for future tenants.