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Highway bridge in Gdansk

Europrojekt Gdansk S.A. – Poland

The composite solution is adopted to build two highway multi span viaducts near the city of Gdansk, to connect the city center and its port to Poland’s highway system.
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Mixed-used building in Dongguan

Tongji University – China

Column adopted steel tube -reinforced concrete column and some of the walls are made of steel plate concrete walls or section steel concrete walls.
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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.
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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.
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Auditorium + wellness center in Naples

Servizi Integrati S.R.L – Italy

The building host facilities open to the public as part of a regeneration project on a previous industrial site, where a steel company had its production facilities for decades.
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Office building in Hamburg

OP Engineers GmbH – Germany

The building serves as office for 400 employees of the fintech company Serrala.
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Double-skin steel-concrete composite cores as an alternative to traditional RC core

Iuav University of Venice – Italy

The research presented here is aimed to support the request for research grants filed at the EU RESEARCH funding agencies.
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Design and Construction of steel structures with the mid-story pin connection base

Tohoku University – Japan

Mid-story pin column base system is proposed to optimize the seismic performance of moment-resisting steel frames, which may form 1st story mechanism during large earthquakes if buildings adopt conventional column base system.
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Office building in Mexico City

John Hopkins University – United States

A special foundation, dampers, and composite columns were adopted to design a tall building in a zone of high seismicity, addressing the new requirements following the 1985 earthquake, with height, versatility, and structural integrity.
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