Stadium in Belo Horizonte

Engineer appointed by Gerdau – Brazil

The composite solution was chosen considering the optimized best technical solution.

Restaurant in Oran

IDEAM S.A – Spain

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

Residential in Rotterdam

ABT B.V. Ingenieursbureau Delft – Netherlands

The building is a luxury residential development composed of a portion of “sky apartments” in the upper section and a portion of “city apartments” in the lower portion of the tower.

Research lab and admin building in Milan

Politecnica ingegneria e architettura – Italy

The building serves as the new research lab for the molecular research of the Ospedale Maggiore Policlinico Mangiagalli in Milan, one of the main hospitals in Milan.

Study on lateral buckling behavior of steel beam with concrete slab

Kajima Corp. – Japan

A method to rationalize the arrangement of lateral bracing members based on the effect of the floor slab has been developed.

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.

Office building in Tianjin

Tongji University – China

The reinforced concrete core -mega braced frame tube system is used, which the mega braced frame tube consists of 4 hexagonal columns at edges of the building, 9 belt trussed, and mega bracings.

Residential and hotel in Sydney (Greenland Centre building)

UNSW, Sydney – Australia

The Greenland Centre utilised the refurbishment of the original building which was completed in 1965.

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.