Shear Behavior of Unreinforced Masonry Wall Specimens Retrofitted with Aramid Fiber Sheet

机译：芳纶纤维板加固的非增强砌体墙试样的剪切性能

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Comparison between the results of tests revealed that theretrofitting with aramid fiber sheet effectively increased theshear strength and deformation capacity of masonry specimens.Beneficial effect of confining band on strength and ductility wasobserved.

机译：测试结果的比较表明，芳纶纤维板的加固有效地提高了砌体试样的抗剪强度和变形能力，并观察到限制带对强度和延展性的有益影响。

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《日本建築学会(Architectural Institute of Japan);日本建築学会年度大会》|2012年|995-996|共2页
会议地点 1883-9363
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ZAMANI AHARI Gholamreza; YAMAGUCHI Kentaro;
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Kyushu University;

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3. In-Plane Shear Behavior of Unreinforced Masonry Walls Strengthened with Fiber Reinforced Polymer Composites [J] . Sanaa Elmalyh, Azzeddine Bouyahyaoui, Toufik Cherradi, Advances in Science, Technology and Engineering Systems . 2020,第2期

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4. Shear Behavior of Unreinforced Masonry Wall Specimens Retrofitted with Aramid Fiber Sheet [C] . ZAMANI AHARI Gholamreza, YAMAGUCHI Kentaro 日本建築学会年度大会 . 2012

机译：用芳族纤维板改装未原始的砌体壁标本的剪切行为
5. Numerical analysis of unreinforced masonry walls retrofitted with fiber reinforced polymers under in-plane lateral loads. [D] . Singh, Mudit. 2016

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Shear Behavior of Unreinforced Masonry Wall Specimens Retrofitted with Aramid Fiber Sheet

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