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CMP 2022
Tevfik Seno Arda Lisesi
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Sayı: 22 - Şubat 2010

Summaries


Dubai MU10 Office Building


Architect: Boran Ekinci-Hakan Dalokay Architectural Design: BORAN EKİNCİ MIMARLIK . Contractor: Premiere Group Location: Dubai Project type: Ofice Building Construction area: 13.435 m2 Dubai is almost an opportunities venue for certain projects. Here for the artistic, quality, luxury or prestige extraordinary budgets can be envisaged. This project when it came to us the structuring limits were very disheartening. The building was supposed to be in art Deco style, which forced us to turn back and leave. Here we planned a geometrical whole inside the building limits and a separate outer shell facilitated for us a sculptural, onion-like geometric building. One side of the site was a park and the other three were roads thus helped our approach. Like a solitary figure standing in the middle. The terraces enriched the space as well. These terraceswhich were encapsuled by a shadow creating shell even if were on the formal side thel nevertheless helped with the climate and were in accordance with the open area limitations. This building is a miracle in the given developement regulations.
Çelik Yapılar - Sayı: 22 - Şubat 2010

Firmalarımızdan

Borusan Mannesmann Boru Sanayi

Summaries

ECCS President Yardimci’s marathon
In Helsinki on Tevfik Seno Arda Anadolu Lycee
ECCS' Second Steel Bridge Competition commences
Respite for the deadline of PROSteel 2010 Steel Construction Design Student Competition
TUCSA EU Project successfully completed
Strong interest in SSCS 2010
120 presentation abstracts
SSCS-2010 special issue of Steel Construction Design and Research Review, published in Germany
Sponsors
Third version TUCSAmark
New Steel Building Projects: Libya ANSOF Business Center
New Steel Building Projects: Hilton Double Tree Hotel
Architect Boran Ekinci: Dry construction is the future
Dubai MU10 Office Building
Sabiha Gökçen International Airport New Terminal Building
Determining the effect of cross bracing at the dynamic behaviour of steel buildings by operational modal analysis method



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