• 제목/요약/키워드: Solid columns

검색결과 83건 처리시간 0.02초

내부 구속 중공 CFT 기둥의 내진 성능 평가 (Evaluation of Seismic Performance for an Internally Confined Hollow CFT Column)

  • 한택희;김성남;강영종
    • 한국강구조학회 논문집
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    • 제19권1호
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    • pp.53-65
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    • 2007
  • 새로운 형식의 기둥인 내부 구속 중공 콘크리트 충전 튜브 기둥(내부 구속 중공 CFT 기둥, ICH CFT column ; Internally Confined Hollow CFT Column)의 내진 성능 평가 실험을 수행하였다. 준정적 실험을 통하여 2가지 종류의 ICH CFT 기둥과 일반 중실 RC 기둥의 내진 성능을 비교 평가 하였다. 각각의 기둥 시험체에 대해 최대 하중과 변위의 관계를 측정하였으며, 이를 바탕으로 연성도, 소산에너지, 등가 감쇠비, 손상 지수가 계산되었다. 실험 결과 ICH CFT 기둥은 중실 RC 기둥에 비해 약 2배의 모멘트에 저항을 하였으며, 에너지의 흡수와 소산에서도 1.5배 정도의 성능을 보여주어, ICH CFT 기둥이 일반 중실 RC 기둥보다 더 뛰어난 성능을 가짐을 보여주었다.

강관 보강 중공 R.C 기둥의 연성 평가 해석 (Ductility Evaluation of Circular Hollow Reinforced Concrete Columns with Internal Steel Tube)

  • 한승륭;임남형;강영종;이규세
    • 한국강구조학회 논문집
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    • 제15권1호
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    • pp.1-8
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    • 2003
  • 콘크리트의 가격이 상대적으로 높고 콘크리트 부재의 중량이 중요시되는 곳에서 중공 기둥을 사용하는 것이 경제적이다. 낮은 축력비와 적당한 종방향 철근비에서의 중공기둥은 원형 R.C 기둥과 유사한 휨강도와 연성능력을 갖는다. 그러나 높은 종방향 철근비와 축력비를 갖는 중공기둥 안쪽면에서의 구속력 부족으로 인한 압괴로 취성적인 거동을 보인다. 그래서 중공기둥의 안쪽면에 강관을 삽입한다면 기둥의 취성적인 거동을 방지할 수 있다. 본 연구에서는 콘크리트 교각의 내부에 강관을 삽입하여, 재료비의 절감과 중량의 감소 및 중공교각의 연성을 증가시키고, 이의 해석을 위해 강관의 삽입효과를 나타낼 수 있는 해석 프로그램을 개발하여, 상용 프로그램의 원형기둥 및 중공기둥의 해석치와 비교하여 타당성을 입증하였다. 휨강도와 연성을 표현하기 위해서는 모멘트-곡률 해석법이 사용되었으며, 콘크리트의 구속효과를 나타내기 위해 Mander의 통합된 콘크리트 모델이 사용되었다. 이러한 결과를 토대로 하여 매개변수 해석을 수행하여 강관 보강 중공 R.C 기둥의 거동특성을 연구하였다.

연소기체로부터 CO2 회수를 위한 건식 유동층 흡수-재생 공정의 고체순환 모사 (Modeling of Solid Circulation in a Fluidized-Bed Dry Absorption and Regeneration System for CO2 Removal from Flue Gas)

  • 최정후;박지용;이창근;조성호;손재익;류청걸;김상돈
    • Korean Chemical Engineering Research
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    • 제43권2호
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    • pp.286-293
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    • 2005
  • 기체 수송층 흡수탑과 기포 유동층 재생탑으로 구성된 $CO_2$ 회수 공정에 대한 해석의 첫 단계로 이 공정에서 고체 순환특성을 해석하였다. 흡수제 고체 입자에 대한 입도별 물질수지를 해석하여 공정의 흐름에서 고체 흐름량과 입도 분포를 결정하였다. 실험실 규모 공정(흡수탑: 직경 25 mm, 높이 6 m; 재생탑: 직경 0.1 m, 높이 1.2 m)에서 고체순환특성을 모사하였다. 흡수탑의 입도분포는 재생탑의 입도분포와 거의 같았다. 흡수탑에서 유속과 정체층 높이가 증가함에 따라서 고체순환량과 새 흡수제 주입량은 증가하였다. 반면에 흡수탑 내 입자의 평균입경은 감소하였다. 흡수탑사이클론의 절단입도가 증가함에 따라서 고체순환속도는 감소하였으며, 새 흡수제 주입속도와 흡수탑 내 입자의 평균 입경은 증가하였다. 흡수제 입자의 마모계수가 증가함에 따라서 고체순환속도는 증가하고, 새 흡수제 주입속도는 증가하며, 흡수탑 내 입자의 평균입경은 감소하였다.

채소 중의 유기인제 및 유기염소제 농약의 단순화된 抽出과 精製 技法에 관한 연구 (A Study on the Simplified Extraction and Cleanup Technique for Organophosphorus and Organochlorine pesticides in Vegetables)

  • 전옥경;이용욱
    • 한국환경보건학회지
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    • 제23권1호
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    • pp.66-73
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    • 1997
  • This procedure describes the method for gas chromatographic determination of 31 organophosphorus and 28 organochlorine pesticides in 10g of spinach, tomato and onion. After the pesticides were extracted with several solvents, the amount of coextractives and recovery rates of acephate and methamidophos were calculated. Samples for organochlorine pesticides were cleaned up with florisil solid phase extraction columns. NaBH$_4$ was added to onion extracts, which contained sulfur compound. All the concentrated extracts were analyzed by gas chromatography with ECD and NPD. The smallest amount of coextractives resulted from the spinach samples extracted with 5% MeOH in ethyl acetate. 5% EOH in ethyl acetate had the highest extractability for acephate and methamidophos and gave the best overall performance as an extraction solvent. The ability of 5% EOH in ethyl acetate to extract various organophosphorus and organochlorine pesticides from spinach, tomato and onion was examined. Recovery of 59 insecticides ranged from 58.0% to 110.5%. The average recoveries of fortified spinach, tomato and onion were 90.08%, 94.54% and 84.90%, respectively.

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Supramolecular Nanomaterials Derived from Self-Assembly of Dendritic Building Blocks

  • Park, Chi-Young;Lee, Sang-Wha;Lim, Ji-No;Lim, Moon-Seob;Kim, Chul-Hee
    • 한국고분자학회:학술대회논문집
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    • 한국고분자학회 2006년도 IUPAC International Symposium on Advanced Polymers for Emerging Technologies
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    • pp.91-92
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    • 2006
  • The fine-tuned dendrons provide unique supramolecular self-assemblies in various environments such as in water, organic media, and solid-liquid interfaces. They form nanotubes, vesicles, thin films, columns, lamellar nanoribbons depending on the condition of self-assembly process. Unique characteristics of self-assembly of the amide dendrons are described. In addition, elucidation of the structural correlation between the building blocks and the assemblies, stabilization of assembled structure, and transformation of supramolecular assemblies by using external stimuli. Particular emphasis is placed on the formation of cyclodextrin-covered organic nanotubes derived from self-assembly of amide dendrons and their supramolecular transformation. Finally, unique biosensory characteristics of the self-assembled nanotubes will be discussed.

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붉나무열매의 성분연구 제1보 -유기산에 대하여

  • 한구동;김영수
    • 약학회지
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    • 제1권1호
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    • pp.4-6
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    • 1948
  • The fruits of Rhus javanica L. distributed widely in Korea were extracted with cold water, the filtered clear liquid was evaporated and from the residue large colorless columns, M.P.about 180.deg., were obtained by recrystallisation from hot water. On being incinerated it left a considerable amount of solid residue consisting of calcium. Its aqueous solution which had a strong acid reaction was acidified with sulfuric acid, the precipitate, CaSO$_{4}$, was filtered off, the filtrate was evaporated and from the residue colorless needles, M.P.98-100.deg., were obtained by treating with alcohol. It was identified to be malic acid by determining the mixed melting points of itself and its p-bromphenacylester with authentic specimens. Thus the original substance was proved to be a kind of Ca-salt of malic acid.

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Determination of Terbutaline Enantiomers in Human Plasma by Coupled Achiral-Chiral High Performance Liquid Chromatography

  • Kim, Kyeong-Ho;Kim, Hyun-Ju;Hong, Seon-Pyo;Shin, Sang-Deok
    • Archives of Pharmacal Research
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    • 제23권5호
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    • pp.441-445
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    • 2000
  • Achiral-chiral column switching HPLC assay was developed to allow the separation and quantification of the enantiomers of terbutaline in human plasma by means of fluorescence detection. Plasma samples were prepared by solid-phase extraction with sep-pak silica, followed by HPLC assay. The enantiomers of terbutaline and the internal standard were separated from the biological matrix on a silica column, and the two enantiomers were resolved and quantified on a Sumichiral OA-4900 column. The two columns were connected by a switching valve equipped with silica trap column, The trap column was used to concentrate the terbutaline in the eluent from the achiral column before back flushing onto the chiral phase. For each enantiomers, the assay was linear between 2.5-125 ng/$m\ell$ (r=0.9999) and detection limit was 1.0 ng/$m\ell$ .

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Experimental investigation of infilled r/c frames with eccentric openings

  • Kakaletsis, D.;Karayannis, C.
    • Structural Engineering and Mechanics
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    • 제26권3호
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    • pp.231-250
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    • 2007
  • The influence of masonry infills with eccentric openings on the seismic performance of reinforced concrete (r/c) frames that were designed in accordance with current code provisions are investigated. Eight 1/3-scale, single-story, single-bay frame specimens were tested under cyclic horizontal loading up to a drift level of 4%. In all examined cases the shear strength of columns was higher than the cracking shear strength of solid infill. The parameters investigated include the shape and the location of the opening. Assessment of the behavior of the frames is also attempted, based on the observed failure modes, strength, stiffness, ductility, energy dissipation capacity and degradation from cycling loading. Based on these results there can be deduced that masonry infills with eccentrically located openings has been proven to be beneficial to the seismic capacity of the bare r/c frames in terms of strength, stiffness, ductility and energy dissipation. The location of the opening must be as near to the edge of the infill as possible in order to provide an improvement in the performance of the infilled frame.

Path-dependent three-dimensional constitutive laws of reinforced concrete -formulation and experimental verifications-

  • Maekawa, Koichi;Irawan, Paulus;Okamura, Hajime
    • Structural Engineering and Mechanics
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    • 제5권6호
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    • pp.743-754
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    • 1997
  • A three-dimensional constitutive modeling for reinforced concrete is presented for finite element nonlinear analysis of reinforced concrete. The targets of interest to the authors are columns confined by lateral steel hoops, RC thin shells subjected to combined in-plane and out-of-plane actions and massive structures of three-dimensional (3D) extent in shear. The elasto-plastic and continuum fracture law is applied to pre-cracked solid concrete. For post cracking formulation, fixed multi-directional smeared crack model is adopted for RC domains of 3D geometry subjected to monotonic and reversed cyclic actions. The authors propose a new scheme of decomposing stress strain fields into sub-planes on which 2D constitutive laws can be applied. The proposed model for 3D reinforced concrete is experimentally verified in both member and structural levels under cyclic actions.

On soil-structure interaction models to simulate free vibrations and behavior under seismic loads of a RC building supported by a particular shallow foundation

  • Soelarso Soelarso;Jean-Louis Batoz;Eduard Antaluca;Fabien Lamarque
    • Coupled systems mechanics
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    • 제12권5호
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    • pp.461-479
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    • 2023
  • The paper deals with the finite element modelling of the free vibration and structural behavior of a particular four-floor reinforced concrete structure subjected to static equivalent seismic loads and supported by a shallow foundation system called SNSF (Spider Net System Footing). The two FE models are a simple 2D Matlab model and a detailed 3D model based on solid elastic elements using Altairworks (Hypermesh and Optistruct). Both models can simulate the soil structure interaction. We concentrate on the behavior of a representative cell involving two columns on five levels. The influence of the boundary conditions on the external vertical planes of the domain are duly studied. The Matlab model appears relevant for a primary estimation of frequencies and stiffness of the whole structure under vertical and lateral loads.