The Academic Perspective Procedia publishes Academic Platform symposiums papers as three volumes in a year. DOI number is given to all of our papers.
Publisher : Academic Perspective
Journal DOI : 10.33793/acperpro
Journal eISSN : 2667-5862
[1] Kurt G, Lif İçeriği ve Su/Çimento Oranının Fibrobetonun Mekanik Davranışına Etkileri, İstanbul Teknik Üniversitesi, Fen Bilimleri Üniversitesi, YL Tezi, 2006.
[2] Taşdemir M A, Yerlikaya M, Bayramov F, Geleneksel ve Yüksek Performanslı Çelik Donatılı Betonlar, TMH 2003;4:76-84.
[3] Ezeldin A S, Balaguru N P, Normal‐ and High‐Strength Fiber‐Reinforced Concrete under Compression, Journal of Materials in Civil Engineering, 1992.
[4] Casanova P, Rossi P, Analysis and Desing of Steel Fiber Reinforced Concrete Beams, Structural Journal, 1997; 94:595-602.
[5] Koç V, Birinci F, Lifli Betonda Boyut Etkisi Tokluk ve Kılrılma Enerjisi, SDU International Thecnologic Science, 2012; 4:24-40.
[6] Tokgöz S, Tests on Plain and Steel Fiber Concrete-Filled Stainless Stell Tubular Columns, Journal of Constructional Steel Research, 2015; 129-135.
[7] Zanuy C, Ulzurrun G S, Residual behavior of reinforced steel fiber‐reinforced concrete beams damaged by impact. Structural Concrete, 2019; 20(2): 597-613.
[8] Serdar, A. H., Demirtaş, G., Sarıbıyık, M., & Çağlar, Eğilme Etkisi Altındaki Lifli Betonarme Kirişlerin Doğrusal Olmayan Analizi. Academic Perspective Procedia, 2020 3(2), 976-982.
[9] Dhakal R P, Wang C, Mander J B, Behavior of steel fiber reinforced concrete in compression, 2005.