TMC3 Collaborative Research Building

The research program required column‑free floor bays significantly larger than typical laboratory buildings, increasing demands on structural efficiency and vibration control.

Open labs, circulation areas, stairs, and sensitive research equipment required tailored vibration performance across different zones of the building.

A multi‑story atrium with exposed connector stairs introduced non‑uniform framing conditions, cantilevers, and architectural constraints on member depth and connections.

The project needed to accommodate future buildings, underground connections, and access points without limiting long‑term campus development or requiring major rework.

A blended system of reinforced and post‑tensioned concrete with targeted structural steel framing balanced long spans, durability, vibration performance, and constructability.

Concrete slabs, pan‑cast beams, and post‑tensioned girders were proportioned to support large bays while reducing overall structural depth relative to a steel‑only solution.

Floor bays were designed with varying vibration criteria, enabling sensitive equipment placement in stiffer interior zones while preserving open and flexible layouts elsewhere.

Below‑grade parking and site infrastructure were planned to support future campus access, development, and circulation, coordinated with street‑level and landscape elements.

The structure supports adaptable laboratory and office layouts that can respond to evolving research needs across multiple institutions.

Tailored vibration controls ensure occupant comfort and reliable operation of vibration‑sensitive research equipment throughout the building.

Reduced structural depth improved coordination with mechanical systems while delivering durable, low‑maintenance floor construction.

Integrated site and parking strategies allow phased Helix Park development while preserving walkability, circulation, and long‑term infrastructure flexibility.