PE TERS for Fusionopolis Phase 2A Tower C.

A 5 storey vibration sensitive research and development building at the junction of Fusionopolis View and Fusionopolis Way in one-north, Singapore with a site area of 0.34 hectares and total gross floor area of 19,418.54 square meters. The current building layouts were planned with Core Building having structural system to withstand micro-vibration requirements and Shield Building having structural system to resist both horizontal and vertical movement.

Generally 2.1m thick of Basement 2 raft slab will be constructed over the installed piles. Basement 1 comprises of rigid waffle slab for inner core building and beam/slab system for the shield building.

The ‘ring’ layout of Shield Building creates an opportunity to create a ring of rigid diaphragm bracing earth retaining structures all-round the development. This allows the basement excavation for Tower C to be independent from the basement excavations for Tower A and B, which are also based on similar top-down construction with ring slab layout. The rigid diaphragms at Basement 1 and C1 levels consist of beam/slab floors with temporary transfer beams, forming the rigid strutting system of earth retaining structures.