Solutions

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.

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.

Office building in Perth (Brookfield Place building)

UNSW, Sydney – Australia

The Brookfield Place building is the second tallest tower in Perth and a concrete filled steel column solution was adopted.

Office building in SÃO PAULO

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 Bilbao

IDOM Consulting Engineering Architecture – Spain

The building is an office tower that occupies the site of a previously planned tall building, that was not built to the excessive costs.

Student housing in Milan

Steel Project Srl – Italy

The building is a new student housing for the students of the Milano Bicocca university.

Centrifugally manufactured hollow concrete-filled steel tubular columns

Iuav University of Venice – Italy

The purpose of the research conducted is to confirm or deny the assumptions made by a research of E.

Office building in Sydney (Quay Quarter Tower)

UNSW, Sydney – Australia

Quay Quarter Tower involves the upcycling of the original building which was completed in 1976.

Office building in Texas

John Hopkins University – United States

A unique system of beams linked to a core shear wall, and exterior bundled columns were adopted to support the height of the building (it was the tallest composite building in the world when it was completed in 1980) and address various structural challenges, such as the natural tendency of the tube perimeter frame to warp.

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