• Title/Summary/Keyword: 조기 강도

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A Study on the Development of Regional Low-flow runoff Model at the Youngsan River Basin (영산강 유역의 지역갈수 유출 모형 개발에 관한 연구)

  • 김경수;조기태
    • Journal of the Korean Society of Groundwater Environment
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    • v.7 no.1
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    • pp.8-14
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    • 2000
  • The present day, interest in low flow statistics has been increased, primarily because of the increase in water demands and the contamination of water quality and the limitation of water resource development and the annual water supply stability. The model for estimating low flow statistics is points of this study chosen catchments in the Youngsan basin. For the purpose of this study. the low-flow discharge at 23 points, where absent gauging station is unmeasured and the data is used for the model. Finally, the regional formula to estimate the low flow statistics at the unmeasured point is proposed.

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Behavior of CFT Column to H-Beam Full-Scale Connections with External T-Stiffeners (T-스티프너 보강 CFT 기둥 - H형강보 실대형 접합부의 거동)

  • Kim, Young Ju;Kang, Chang Hoon;Shin, Kyung Jae;Oh, Young Suk;Moon, Tae Sup
    • Journal of Korean Society of Steel Construction
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    • v.13 no.6
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    • pp.715-723
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    • 2001
  • This paper represents the behavior of CFT column to H-beam full-scale connection with external T-stiffener. 6 specimens whose T-stiffeners which are compounded of vertical element and horizontal element were made under the parameter of the strength ratio of each elements(vertical element and horizontal element in T-stiffener) to the beam full plastic moment. The analysis-parameters demonstrated in the base of the data that we get in experiment are strength stiffness, and plastic rotational capacity. All of specimen showed stable hysteretic behavior, and the horizontal element is more critical than vertical element in strength and stiffness. The mean beam plastic rotation of all specimen except the TS-2 specimen is 2.97% rad.

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Cyclic Seismic Performance of Reduced Beam Section Steel Moment Connections: Effects of Panel Zone Strength and Beam Web Connection (패널존 강도 및 보 웨브 접합방식이 RBS 철골 모멘트접합부의 내진거동에 미치는 영향)

  • Lee, Cheol-Ho;Jeong, Sang-Woo;Kim, Jin-Ho
    • Proceedings of the Earthquake Engineering Society of Korea Conference
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    • 2003.03a
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    • pp.337-348
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    • 2003
  • 본 연구는 8개의 RBS (reduced beam section) 내진 철골모멘트접합부의 실물대 실험결과를 요약한 것이다. 본 실험의 주요변수는 보 웨브 접합법 및 패널존 강도를 택하였다. 균형 패널존 시험체는 접합부의 내진성능을 감소시키지 않으면서, 보와 패널존이 함께 균형적으로 지진에너지를 소산시키도록 설계하여 값비싼 패널존보강판(doubler plates)의 수요를 줄이고자 시도한 것이다. 보 웨브를 용접한 시험체는 모두 특별 연성모멘트골조에서 요구되는 접합부 회전능력을 충분히 발휘하였다. 반면 보 웨브를 볼트접합한 시험체는 조기에 스캘럽을 가로지르는 취성파단이 발생하는 열등한 성능을 보였다. 보 그루브 용접부 자체의 취성파괴가 본 연구에서와 같이 양질의 용접에 의해 방지되면, 스켈럽 부근의 취성파단이 다음에 해결해야 할 문제로 대두되는 경향을 보인다. 보 웨브를 볼팅한 경우에 접합부 취성파단의 빈도가 월등히 높은 이유를 실험 및 해석결과를 토대로 제시하였다 측정된 변형도 데이터에 의할 때, 접합부의 전단력 전달메카니즘은 흔히 가정하는 고전 휨이론에 의한 예측과 전혀 다르다. 이는 전통적 보 웨브 설계법을 재검토할 필요가 있음을 시사하는 것이다. 아울러, 본 연구의 제한된 실험자료 및 접합부에서 요구되는 바람직한 거동기준을 근거로 균형 패널존의 강도범위에 대한 예비적 추정치를 제시하였다.

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IgG subclass-dependent Recognition of Porphyromonas Gingivalis Antigens in the Early-onset Periodontitis (조기발병형 치주염환자의 IgG subclass 별 Porphyromonas gingivalis 항원인지에 대한 연구)

  • Choi, Jeom-Il;Yoshimobu, Fuminobu;Schifferle, Robert E.;Okuda, Katsuji
    • Journal of Periodontal and Implant Science
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    • v.29 no.4
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    • pp.953-964
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    • 1999
  • 본 연구는 세 종류의 Porphyromonas gingivalis(Pg) antigen의 IgG subclass associated recognition을 평가하기 위해 수행했었다. 총 35명의 조기발병형치주질환자중, Pg381에 대한 IgG2항체의 증가를 보이는 5명이 급속진 행형 치주질환자, IgG4의 증가를 보이는 6명의 환자(국소유년형 치주질환자 2명과 급속진행 형 치주질환자 4명), IgG2+4의 증가를 보이는 2명의 급속진행형 치주질환자 그리고 IgG1+2+4의 증가를 보이는 8명의 환자(국소 유년형 치주질환자 2명과 급속진행형 치주질환자 6명)으로 구성된 21명의 환자를 dot immunoblot analysis를 위해 선택했다. 실험에 사용된 정제된 항원은 Pg381에서 추출한 43-kd fimbrilin protein과 lipoplysaccharide(LPS), Pg A7A1-28(ATCC 53977)에서 추출한 capsularpolysaccharide(CPS)였다. Immunoblotting pattern은 IgG4 antibody가 fimbrial antigen에 강력히 반응함을 보여주었다. Fimbriae에 잘 반응하는 몇몇의 IgG4 antibody역시 antigen에 대해 양성반응을 보였다. 대조적으로 IgG2는 CPS antigen을 일차적으로 인식했다. 전부는 아니지만 대부분의 경우, single이나 group화된 IgG subclass는 모두 LPS antigen을 인식하지 못했다. 같은 group에서 염색강도의 개인적인 차이는 증명되었다. 이런 결과는 조기발 병형 치주질환에서 Pg의 fimbriae와 CPS가 immunodominant antigen이 될 수 있음을 제시한다. 더욱이 IgG subclass antibody가 이런 Pg의 immunoglobulin antigen을 선택적으로 인식함을 알았고, 이는 조기발병형치주질환의 병리에 immunodominant antigen과 함께 IgG의 기능적인 역할을 고려해야 함을 제시한다.

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Tidal Currents In The Channel Near Incheon Harbour (인천항부근 수로의 조류)

  • Bong, Jong Hon
    • 한국해양학회지
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    • v.13 no.1
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    • pp.29-34
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    • 1978
  • Simultaneous tidal current observation at five or seven stations on the channel near Incheon Habour was conducted at neap, mean and spring tides during the period of August 16 to August 27, 1976 and the characteristic of tidal currents with each tide was studied by the analysis of these data. Times of slack refer to the times of high and low waters at neap, mean and spring tides seem to be small. Times of maximum current refer to the times of high and low waters at the mean tide tends to appear earlier than that of the neap tide and later than that of the spring tide. The velocity ratio of maximum ebb current to maximum flood current at the mean tide has larger value than that of neap tide and has smaller value than that of spring tide. The current velocity ratio of spring tide to neap tide and to mean tide are approximately 1.8 and 1.3, respectively.

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Migration of Early Broken Wire into the Popliteal Fossa through Popliteal Hiatus in Internally fixed Fracture of Patella - A Case Report - (내고정한 슬개골 골절에서 슬와공을 통한 조기 파절된 강선 조각의 슬와부로의 이동 - 증례보고 -)

  • Jeon, Ho-Seung;Jeon, Seung-Ju;Moon, Chan-Sam;Noh, Hang-Gi;Jeong, Hyung-Jun
    • Journal of the Korean Arthroscopy Society
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    • v.13 no.2
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    • pp.170-173
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    • 2009
  • Wiring techniques in the fixation of patellar fracture are commonly used. Rigid fixation is essential for early rehabilitation. Breakages of wires after the fixation of patellar fracture are common with extracapsular migration if not removed for long term. But, we experienced a case of patellar fracture with early breakage of wiring and migration of the broken wire fragment into the popliteal fossa through the popliteal hiatus in 64- year-old man and we successfully treated this case, using both arthroscopic and open procedures. So we report this unusual case with a review of current literatures.

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A Feasibility Study of a Rainfall Triggeirng Index Model to Warn Landslides in Korea (산사태 경보를 위한 RTI 모델의 적용성 평가)

  • Chae, Byung-Gon;Choi, Junghae;Jeong, Hae Keun
    • The Journal of Engineering Geology
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    • v.26 no.2
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    • pp.235-250
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    • 2016
  • In Korea, 70% of the annual rainfall falls in summer, and the number of days of extreme rainfall (over 200 mm) is increasing over time. Because rainfall is the most important trigger of landslides, it is necessary to decide a rainfall threshold for landslide warning and to develop a landslide warning model. This study selected 12 study areas that contained landslides with exactly known triggering times and locations, and also rainfall data. The feasibility of applying a Rainfall Triggering Index (RTI) to Korea is analyzed, and three RTI models that consider different time units for rainfall intensity are compared. The analyses show that the 60-minute RTI model failed to predict landslides in three of the study areas, while both the 30- and 10-minute RTI models gave successful predictions for all of the study areas. Each RTI model showed different mean response times to landslide warning: 4.04 hours in the 60-minute RTI model, 6.08 hours in the 30-minute RTI model, and 9.15 hours in the 10-minute RTI model. Longer response times to landslides were possible using models that considered rainfall intensity for shorter periods of time. Considering the large variations in rainfall intensity that may occur within short periods in Korea, it is possible to increase the accuracy of prediction, and thereby improve the early warning of landslides, using a RTI model that considers rainfall intensity for periods of less than 1 hour.

Manufacturing Properties and Hardening Characteristic of CO2 Reactive Hardening Cement (이산화탄소 반응경화 시멘트 제조 및 경화특성 연구)

  • Ki-Yeon Moon;Byung-Ryeol Kim;Seung-Han Lee;Moon-Kwan Choi;Kye-Hong Cho;Jin-Sang Cho
    • Resources Recycling
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    • v.31 no.6
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    • pp.52-59
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    • 2022
  • Calcium silicate based cement (CSC) is a low-carbon cement that emits less CO2 by up to 70% compared to ordinary Portland cement during its manufacture. Most developed countries have commercialized CSC, whereas Korea is still investigating the manufacturing characteristics and basic properties of CSC. This paper provides a review of methods for manufacturing CSC using domestic raw materials and discusses the possibility of CSC localization based on an evaluation of the basic physical properties of manufactured CSC. The experimental results of this study indicate that the primary mineral components of CSC were CS, C3S2 C2S, and unreacted SiO2. This suggests the possibility of manufacturing CSC using domestic raw materials that exhibit mineral compositions similar to that of theoretical CSC. The compressive strength of CSC mortar is less than 1MPa at the age of 7 d under wet curing. This implies that hydration does not affect the property development of CSC mortar. Meanwhile, during carbonation curing, the compressive strength is 56 MPa or higher after 7 d, which indicates excellent early strength development. Furthermore, results of Thermogravimetric Analysis Differential scanning calorimetry (TG/DSC) show that a significant amount of CaCO3 is formed, which is consistent with the results of previous studies. This implies that carbonation is associated significantly with the properties of CSC.

An Effect in of the Bio-oil as an Alternative Fuel on the Performance of Diesel Engine (Bio-oil이 디젤기관의 기관성능에 미치는 영향)

  • Cho, Ki-Hyon;Chung, Hyung-Kil;Kang, Hyung-Soo
    • Journal of the Korean Society of Industry Convergence
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    • v.4 no.1
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    • pp.11-19
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    • 2001
  • This study was carried out to investigate the feasibility of the used frying oil as a bin-oil which was one of the alternative fuel for diesel engine. From tests of engine performance, it was shown that the bio-oil and blends and the sufficient potential as alternative fuels of diesel engine except NOx and Smoke emission.

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Durability Characteristics of High-Early-Strength Concrete (조기강도 콘크리트의 내구특성)

  • 원종필;김현호;안태송
    • Proceedings of the Korea Concrete Institute Conference
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    • 2001.05a
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    • pp.991-996
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    • 2001
  • The long-term durability characteristics of high-early-strength concrete were assessed. The effect of long-term durability characteristics of high-early-strength concrete were investigated. In experiment, two different types of fiber were adopted for improvement of durability. High-early-strength fiber reinforced concretes using regulated-set cements are compared with high-early-strength concrete without fiber. The durability performance of the laboratory-cured high-early-strength concrete specimens was determined by conducting an accelerated chloride permeability, abrasion resistance, freeze-thaw, surface deicer salt scaling and wet-dry repetition test. The results indicated that incorporation of fibers enhance durability performance.

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