The paper presented deals with the fire resistance of a symmetrical half of a concrete framework as an integrated part of entire structural system, and derives results from experimental and theoretical investigations for fire en¬gineering design.
📌 3 Key Takeaways
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Objective & Hypothesis:Traditionally the response to fire of a building will be estimated on the base of the fire resis¬tance of its individual structural members.
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Key Findings & Data:Traditionally the response to fire of a building will be estimated on the base of the fire resis¬tance of its individual structural members.
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Conclusion & Impact:The paper presented deals with the fire resistance of a symmetrical half of a concrete framework as an integrated part of entire structural system, and derives results from experimental and theoretical investigations for fire en¬gineering design.
🔬Design:Research Article
📍Scope:Comprehensive Sample
⚙️Variables:Yangın güvenliği · betonarme tasarım · çerçeve sistemler
Abstract
Traditionally the response to fire of a building will be estimated on the base of the fire resis¬tance of its individual structural members. The paper presented deals with the fire resistance of a symmetrical half of a concrete framework as an integrated part of entire structural system, and derives results from experimental and theoretical investigations for fire en¬gineering design.
Özet
Genellikle bir yapının yangın davranışı, bu yapıyı oluşturan yapı elemanlarının bireysel yangın davranışına göre değerlendirilmektedir. Bu çalışmada, betonarme çerçeve taşıyıcı sistemlerin yangın davranışı teorik ve deneysel olarak analiz edilmiştir.
HAKSEVER, A. (2005). FIRE TESTS ON CONCRETE FRAMEWORKS - ANALYSIS OF THE RESULTS. Trakya Üniversitesi Fen Bilimleri Dergisi, Cilt: 6 - Sayı: 2, 75–82. https://ajindex.com/articles/368866
BECKER, J. etal, A computer program for the Fire Response of Structures - Reinforced Concrete Frames. Uni. Of Calif., Berkeley, 1974. AKHTARUZZAMAN,A.,etal,Calculation of the deflections of reinforced concrete members during transient heating. Imperial College of Science and Technology, London, 1974. HAKSEVER,A., Zur Frage des Trag-und Verformungsverhaltens von einfach statisch unbestimmten Stahlbetonrahmen im Brandfall. Diss. TU-Braunschweig. 1977 (in German). HAKSEVER,A., Stahlbetonstützen bei natürlichen Bränden. Habil. İ.T.Ü & (print. TU- Braunschweig), 1982 (in German). KORDINA,K., Bewehrungsführung in Rahmenecken und Rahmenknoten. Vortrag, gehalten auf dem Deutschen Betontag in Hamburg, 1975 (in German). HAKSEVER,A,Kapalı hacimlerdeki tabii yangınların analizi için yeni bir model.(A new model for the analysis of natural fires in enclosures). Diss. İ.T.Ü., 1989 (Turkish) 2 Deutsche Forschungsgemeinschaft.