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Sayı: 22 - Şubat 2010

Summaries


ECCS President Yardimci’s marathon


Prof. Dr. Nesrin YARDIMCI who has taken over the Presidency of European Convention for Constructional Steelwork-ECCS in Barcelona on September 18, 2009 is working full steam. Besides ECCS responsibilities Prof. YARDIMCI carries on with her work at her university and actively is involved mainly in the organization of the 2010 International Symposium for TUCSA, Turkish Constructional Steelwork Association. In regard of her ECCS duties Prof. Dr. YARDIMCI has attended ECCS Management Working group-MWG meeting on Dec. 2, 2009, ECCS Executive Board-EB meeting on Jan. 10, 2010 in Brussels and noted that many important issues like 2009 financial Report, ECCSís Lobbying Activity Plan, Massonnet Award, and the International Symposium program which will be held in Istanbul on Sep. 21-23, 2010 were discussed and resolved. Prof. Dr. YARDIMCI also presented the Tevfik Seno Arda Anadolu Lycee in Helsinki on Nov. 12-13. Prof. Dr. YARDIMCI will attend as a Scientific Committe Member to the 7th International ìBridges on the River Danubeî Conference in Sophia, capital city of Bulgaria on Oct. 14-15, 2010.
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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