Cyclic Response of Steel Fiber Reinforced Concrete Slender Beams; an Experimental Study.

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作者： Constantin E,Chalioris ^[1] ; Parthena-Maria K,Kosmidou ^[2] ; Chris G,Karayannis ^[3]

作者单位： Reinforced Concrete and Seismic Design of Structures Laboratory, Civil Engineering Department, School of Engineering, Democritus University of Thrace, Xanthi 67100, Greece. chaliori@civil.duth.gr. ^[1] Reinforced Concrete and Seismic Design of Structures Laboratory, Civil Engineering Department, School of Engineering, Democritus University of Thrace, Xanthi 67100, Greece. pkosmido@civil.duth.gr. ^[2] Reinforced Concrete and Seismic Design of Structures Laboratory, Civil Engineering Department, School of Engineering, Democritus University of Thrace, Xanthi 67100, Greece. karayan@civil.duth.gr. ^[3]

关键词 cyclic loading failure mode hysteretic response slender beams steel fiber reinforced concrete (SFRC)tests.

DOI 10.3390/ma12091398

PMID 31035704

发布时间 2020-10-01

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