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Neuro-fuzzy optimisation to model the phenomenon of failure by punching of a slab-column connection without shear reinforcement
Hafidi. Mariam, Kharchi. Fattoum, Lefkir. Abdelouhab 테크노프레스 Structural engineering and mechanics : An international journal 22 Pages
테크노프레스 Structural engineering and mechanics : An international journal 2013, Vol.47 No.5 679-700 (22 pages)
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Probabilistic shear strength models for reinforced concrete beams without shear reinforcement
Song. Jun-Ho, Kang. Won-Hee, Kim. Kang-Su, Jung. Sung-Moon 테크노프레스 Structural engineering and mechanics : An international journal 24 Pages
테크노프레스 Structural engineering and mechanics : An international journal 2010, Vol.34 No.1 15-38 (24 pages)
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Effect of spiral reinforcement on flexural-shear-torsional seismic behavior of reinforced concrete circular bridge columns
Belarbi. Abdeldjelil, Prakash. Suriya, You. Young-Min 테크노프레스 Structural engineering and mechanics : An international journal 22 Pages
테크노프레스 Structural engineering and mechanics : An international journal 2009, Vol.33 No.2 137-158 (22 pages)
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Ultimate flexural and shear capacity of concrete beams with corroded reinforcement
Bhargava. Kapilesh, Ghosh. A.K., Mori. Yasuhiro, Ramanujam. S. 테크노프레스 Structural engineering and mechanics : An international journal 17 Pages
테크노프레스 Structural engineering and mechanics : An international journal 2007, Vol.27 No.3 347-363 (17 pages)
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Web-shear capacity of prestressed hollow-core slab unit with consideration on the minimum shear reinforcement requirement
Lee. Deuck Hang, Park. Min-Kook, Oh. Jae-Yuel, Kim. Kang Su, Im. Ju-Hyeuk, Seo. Soo-Yeon 테크노프레스 Computers & concrete 21 Pages
테크노프레스 Computers & concrete 2014, Vol.14 No.3 211-231 (21 pages)
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Flexural properties, interlaminar shear strength and morphology of phenolic matrix composites reinforced with xGnP-coated carbon fibers
Jong Kyoo Park, Jae Yeol Lee, Lawrence T. Drzal, Donghwan Cho 한국탄소학회 Carbon Letters 6 Pages
한국탄소학회 Carbon Letters 2016, Vol.17 No.1 5 33-38 (6 pages)
counterpart prepared without xGnP. The flexural properties and interlaminar shear strength of the xGnP-coated carbon fiber/phenolic matrix composites were found to be higher than those of the uncoated composite. The flexural and interlaminar shear strengths were affected by the particle size of the xGnP, while the particle size had no significant effect on the flexural modulus. It seems that the interfacial contacts between the xGnP-coated carbon fibers and the phenolic matrix play a role in...


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