Office building in Madrid (Banco Populare)

MC2 Ingeniería – Spain

The building is the new headquarter of the Banco Populare in Madrid, a Spanish bank.

Office building in Shanghai (T2 Tower)

Tongji University – China

C80 SRC columns were adopted to reduce component size and improve bearing capacity.

Office building in New York (One World Trade Center)

John Hopkins University – United States

A hybrid system combining concrete and steel was adopted to enable large, column-free spaces within the One World Trade Center efficiently and innovatively, while maintaining the highest safety standards.

Hotel with amenities and office in Madrid

MC2 Ingeniería – Spain

The building is part of a larger development than includes 3 other tall buildings.

Composite Beams with Hollow Core Slabs

Engineer appointed by Gerdau – Brazil

To contribute to expanding the knowledge and consolidate the use of composite structures providing guidance on the design of composite beams where steel rolled shapes acts compositely with hollow core precast slabs.

Guest house-cum-Marriage hall in Assam

BESTECH CONSULTANT ENGINEER – India

Composite construction was adopted to shorten construction time and to ensure strength and more life expectancy of the building.

Restaurant in Oran

IDEAM S.A – Spain

The new congress venue of Oran is a steel-based project in a area of high seismicity.

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.

Composite connections and composite slab

Engineer appointed by Gerdau – Brazil

Innovative tests related to performance were carried out in partnership with a Brazilian University (UFMG) to test composite connections and also with a laboratory in England to test composite slabs at elevated temperature.