Engaged by Specialist Steel Sub-contractor, as alternative design PE to convert the structural systems of 2 office towers from concrete to steel in collaboration with Magnusson Klemencic Associates, USA.·
QP for High-rise Glass Lift, Cantilevered Signature Restaurants, and Bubble lift Steel Structures.
The office towers are 210m tall with large floor plates (3,500m2 avg) and floor beams of up to 21m in span. The building profile is vertically sloped and horizontally curved, demanding inclined columns at various changing angles.
Construction Sequence Analysis to mitigate movements in the office tower during construction and provide alternative design for a convoluted curved pedestrian ramp from steel to rc.