• Title/Summary/Keyword: MLCP

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A Study on Actual Condition Survey of The Making Livable City (살고싶은 도시만들기사업의 실태 조사연구)

  • Lee, Minseon;Jung, Jinju;Choi, Hyoseung
    • Journal of the Korean Institute of Rural Architecture
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    • v.9 no.3
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    • pp.63-72
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    • 2007
  • Recently, with the policy balance development in the country, Ministries of the government as managers related each of regional projects have prepared pan-governmental support system to achieve Making Livable Area Policy. This study is analysis result of investigation in 2007 authorized cases of MLCP(Making Livable City Project) which Ministry of Construction & Transportation have propelling from city and rural-urban area of town, myeon and dong, to rural area of small village size. Areas chosen for MLCP have the active participation of inhabitants, and to promote successfully project, need to support system and originality for area. Such projects will finally increase the life quality, and make life-spaces wanting to live in the area.

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Experimental Study of Ductility and Strength Enhancement for RC Columns Retrofitted with Several Types of Aramid Reinforcements (아라미드계 섬유 보강을 통한 RC기둥의 연성과 강도 증진에 대한 실험 연구)

  • Lee, Gayoon;Lee, Dong-Young;Park, Minsoo;Lee, Kihak
    • Journal of the Earthquake Engineering Society of Korea
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    • v.27 no.4
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    • pp.171-180
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    • 2023
  • This study proposed a seismic reinforcement of RC columns with non-seismic details, a fiber reinforcement method of aramid sheets and MLCP (high elasticity aromatic polyester fiber material) with different characteristics, and 4 full-size column specimens and conducted experiments. The results show that a non-seismic specimen (RC-Orig) rapidly lost its load-bearing capacity after reaching the maximum load, and shear failure occurred. The RC column reinforced with three types of aramid did not show an apparent increase in strength compared to the unreinforced specimen but showed a ductile behavior supporting the load while receiving a lateral displacement at least 1.57 to 1.95 times higher than the unreinforced specimen. The fracture mode of the specimen, according to the application of lateral load, also changed from shear to ductile fracture through aramid-based reinforcement. In addition, when examining the energy dissipation ability of the reinforced specimens, a ductile behavior dissipating seismic energy performed 4 times greater and more stably than the existing specimens.