Office building in Nove Lima

Engineer appointed by Gerdau – Brazil

The composite solution was chosen considering not only the optimized best technical solution (building height, gravitational/lateral forces applied, lateral resistance system adopted), but also the total cost, erection time-consuming and time to get the raw material from providers as well.

Office building in Kolkata

Institute for Steel Development & Growth – India

Composite flooring system was adopted to ensure large column free area and to reduce depth of beam.

Office building in Beijing (China World Trade Centre Phase 3)

Tongji University – China

Various structural types, utilising different materials, have been explored until the final design was accomplished, which comprises a composite braced frame core and a composite perimeter frame, linked by two outrigger systems at relevant E&M floors.

Office building in Paris la Defense

Khephren Ingénierie – France

The project consists in the deep renovation of a pre-existent office building originally built in 1986.

TSC beam, PSRC column, and TSC-PSRC joint

Sen Engineering Group – South Korea

By developing innovative patented methods in the construction field (TSC beam, PSRC column, and TSC-PSRC joint), we aim to increase on-site productivity, secure economic efficiency, minimize on-site manpower, and shorten construction periods.

Hospital / Campus logistic center in Singapore (Outram Community Hospital)

National University of Singapore – Singapore

High strength composite columns were adopted to improve productivity and construction speed, and to reduce column footprints.

Omission of lateral buckling reinforcement in beam member

Nippon Steel – Japan

The lateral stiffener omission construction method is an application technology to narrow width cross sections, and a construction method allowing lateral stiffeners to be omitted provided that certain conditions are met in accordance with a newly created proof stress formula with high precision, which takes into consideration the constraining effect from horizontal displacement of the upper flange of the beam given by the constraining effect of the floor slab.

Airport terminal building in Port Blair

Construction Catalysers Pvt. Ltd. – India

22 sculpted steel 3D trusses each having a different span were adopted to ensure structural stability and achieve the unconventional awe-inspiring aesthetics.

Office building in Gdansk

Iuav University of Venice – Italy

The Wave complex, consisting of two independent buildings, is being developed in the Oliwa district of Gdańsk.