• 제목/요약/키워드: First principles calculation

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우리나라 공공건물의 내용연수 추정: RCC를 중심으로 (An Estimation on Average Service Life of Public Buildings in South Korea: In Case of RCC)

  • 권정훈;조진형;오현승;이세재
    • 산업경영시스템학회지
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    • 제46권1호
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    • pp.84-90
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    • 2023
  • ASL estimation of public building is based on how appropriate the maximum age of the asset is derived based on the age record of the asset in the statistical data owned by public institutions. This is because we get a 'constrained' ASL by that number. And it is especially true because other studies have assumed that the building is an Iowa curve R3. Also, in this study, the survival rate is 1% as the threshold value at which the survival curve and the predictable life curve almost coincide. Rather than a theoretical basis, in the national statistical survey, the value of residual assets was recognized from the net value of 10% of the acquisition value when the average service life has elapsed, and 1% when doubling the average service life has elapsed. It is based on the setting mentioned above. The biggest constraint in fitting statistical data to the Iowa curve is that the maximum ASL is selected at R3 150%, and the 'constrained' ASL is calculated by the proportional expression on the assumption that the Iowa curve is followed. In like manner constraints were considered. First, the R3 disposal curve for the RCC(reinforced cement concrete) building was prepared according to the discarding method in the 2000 work, and it was jointly worked on with the National Statistical Office to secure the maximum amount of vintage data, but the lacking of sample size must be acknowledged. Even after that, the National Statistical Office and the Bank of Korea have been working on estimating the Iowa curve for each asset class in the I-O table. Another limitation is that the asset classification uses the broad classification of buildings as a subcategory. Second, if there were such assets with a lifespan of 115 years that were acquired in 1905 and disposed of in 2020, these discarded data would be omitted from this ASL calculation. Third, it is difficult to estimate the correct Iowa curve based on the stub-curve even if there is disposal data because Korea has a relatively shorter construction history, accumulated economic wealth since the 1980's. In other words, "constrained" ASL is an under-estimation of its ASL. Considering the fact that Korea was an economically developing country in the past and during rapid economic development, environmental factors such as asset accumulation and economic ability should be considered. Korea has a short period of accumulation of economic wealth, and the history of 'proper' architectures faithful to building regulations and principles is short and as a result, buildings 'not built properly' and 'proper' architectures are mixed. In this study, ASL of RCC public building was estimated at 70 years.

단위유량도와 비수갑문 단면 및 방조제 축조곡선 결정을 위한 조속계산 (Calculation of Unit Hydrograph from Discharge Curve, Determination of Sluice Dimension and Tidal Computation for Determination of the Closure curve)

  • 최귀열
    • 한국농공학회지
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    • 제7권1호
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    • pp.861-876
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    • 1965
  • During my stay in the Netherlands, I have studied the following, primarily in relation to the Mokpo Yong-san project which had been studied by the NEDECO for a feasibility report. 1. Unit hydrograph at Naju There are many ways to make unit hydrograph, but I want explain here to make unit hydrograph from the- actual run of curve at Naju. A discharge curve made from one rain storm depends on rainfall intensity per houre After finriing hydrograph every two hours, we will get two-hour unit hydrograph to devide each ordinate of the two-hour hydrograph by the rainfall intensity. I have used one storm from June 24 to June 26, 1963, recording a rainfall intensity of average 9. 4 mm per hour for 12 hours. If several rain gage stations had already been established in the catchment area. above Naju prior to this storm, I could have gathered accurate data on rainfall intensity throughout the catchment area. As it was, I used I the automatic rain gage record of the Mokpo I moteorological station to determine the rainfall lntensity. In order. to develop the unit ~Ydrograph at Naju, I subtracted the basic flow from the total runoff flow. I also tried to keed the difference between the calculated discharge amount and the measured discharge less than 1O~ The discharge period. of an unit graph depends on the length of the catchment area. 2. Determination of sluice dimension Acoording to principles of design presently used in our country, a one-day storm with a frequency of 20 years must be discharged in 8 hours. These design criteria are not adequate, and several dams have washed out in the past years. The design of the spillway and sluice dimensions must be based on the maximun peak discharge flowing into the reservoir to avoid crop and structure damages. The total flow into the reservoir is the summation of flow described by the Mokpo hydrograph, the basic flow from all the catchment areas and the rainfall on the reservoir area. To calculate the amount of water discharged through the sluiceCper half hour), the average head during that interval must be known. This can be calculated from the known water level outside the sluiceCdetermined by the tide) and from an estimated water level inside the reservoir at the end of each time interval. The total amount of water discharged through the sluice can be calculated from this average head, the time interval and the cross-sectional area of' the sluice. From the inflow into the .reservoir and the outflow through the sluice gates I calculated the change in the volume of water stored in the reservoir at half-hour intervals. From the stored volume of water and the known storage capacity of the reservoir, I was able to calculate the water level in the reservoir. The Calculated water level in the reservoir must be the same as the estimated water level. Mean stand tide will be adequate to use for determining the sluice dimension because spring tide is worse case and neap tide is best condition for the I result of the calculatio 3. Tidal computation for determination of the closure curve. During the construction of a dam, whether by building up of a succession of horizontael layers or by building in from both sides, the velocity of the water flowinii through the closing gapwill increase, because of the gradual decrease in the cross sectional area of the gap. 1 calculated the . velocities in the closing gap during flood and ebb for the first mentioned method of construction until the cross-sectional area has been reduced to about 25% of the original area, the change in tidal movement within the reservoir being negligible. Up to that point, the increase of the velocity is more or less hyperbolic. During the closing of the last 25 % of the gap, less water can flow out of the reservoir. This causes a rise of the mean water level of the reservoir. The difference in hydraulic head is then no longer negligible and must be taken into account. When, during the course of construction. the submerged weir become a free weir the critical flow occurs. The critical flow is that point, during either ebb or flood, at which the velocity reaches a maximum. When the dam is raised further. the velocity decreases because of the decrease\ulcorner in the height of the water above the weir. The calculation of the currents and velocities for a stage in the closure of the final gap is done in the following manner; Using an average tide with a neglible daily quantity, I estimated the water level on the pustream side of. the dam (inner water level). I determined the current through the gap for each hour by multiplying the storage area by the increment of the rise in water level. The velocity at a given moment can be determined from the calcalated current in m3/sec, and the cross-sectional area at that moment. At the same time from the difference between inner water level and tidal level (outer water level) the velocity can be calculated with the formula $h= \frac{V^2}{2g}$ and must be equal to the velocity detertnined from the current. If there is a difference in velocity, a new estimate of the inner water level must be made and entire procedure should be repeated. When the higher water level is equal to or more than 2/3 times the difference between the lower water level and the crest of the dam, we speak of a "free weir." The flow over the weir is then dependent upon the higher water level and not on the difference between high and low water levels. When the weir is "submerged", that is, the higher water level is less than 2/3 times the difference between the lower water and the crest of the dam, the difference between the high and low levels being decisive. The free weir normally occurs first during ebb, and is due to. the fact that mean level in the estuary is higher than the mean level of . the tide in building dams with barges the maximum velocity in the closing gap may not be more than 3m/sec. As the maximum velocities are higher than this limit we must use other construction methods in closing the gap. This can be done by dump-cars from each side or by using a cable way.e or by using a cable way.

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CrPt3(001) 박막의 자성: 제일원리계산 (First Principles Calculations on Magnetism of CrPt3(001) Thin Films)

  • 정태성;제갈소영;임성현;홍순철
    • 한국자기학회지
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    • 제27권2호
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    • pp.41-48
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    • 2017
  • $CrPt_3$ 합금은 큰 Kerr 효과를 보여 주는 강한 자기결정 이방성을 가지고 있고 흥미롭게도 훈트 제3법칙을 따르지 않는 것으로 알려져 있다. 본 연구에서는 $CrPt_3$ 합금 박막의 두께의 따른 자성과 자기결정 이방성의 변화를 제일원리계산 방법을 이용하여 연구하였다. 기준 자료로 활용하기 위해 덩치 $CrPt_3$의 다양한 자성 상태, 즉 강자성(FM), A-, C-, G-type 반강자성(A-, C-, G-AF)에 대한 계산을 우선 수행하였는데 덩치 $CrPt_3$은 FM 상태가 안정하였고 이는 실험과 일치하였다. A-, C-, G-AF 상태가 FM 상태일 때 보다 총에너지가 각각 0.517, 0.591, 0.183 eV 만큼 높았고 Cr의 자기모멘트는 FM, A-, C-, G-AF 일 때 각각 2.782, 2.805, 2.794, $2.869_{{\mu}_B}$으로 확인되었다. $CrPt_3$(001) 박막의 표면은 CrPt 표면과 Pt 표면으로 두 종류의 원소 구성을 가질 수 있다. 각각의 표면에 대해 3층에서 9층까지 두께를 변화시켜 가면서 계산을 수행하였다. CrPt 표면의 3층 박막은 덩치와는 다르게 C-AF 상태가 FM 상태에 비해 8 meV 안정하였고 그 보다 두꺼운 5층, 7층, 9층 박막은 덩치처럼 FM 상태가 안정하였다. Pt 표면의 3층 박막은 C-AF 상태가 FM 상태에 비해 37 meV, 5층 박막은 G-AF이 FM 상태에 비해 54 meV 만큼 안정하였고 그 보다 두꺼운 7, 9층 박막은 덩치와 같이 FM 상태가 더 안정하였다.

문화재의 전통조경설계용역 발주실태 연구 (A Study on the Ordering Status of Traditional Landscape Design Service in Cultural Heritage)

  • 김민선;김충식;이재용
    • 한국전통조경학회지
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    • 제39권3호
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    • pp.33-41
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    • 2021
  • 문화재 설계용역을 수급하기 위해서는 현행 「문화재수리 등에 관한 법률」 제5조(문화재수리 및 실측설계 제한)에 따라 건축사가 운영하는 문화재실측설계업자만 입찰에 참가할 수 있고, 전체 설계에서 일정 비율이나 금액의 전통조경설계가 포함된 경우 조경기술자가 제한적으로 수행하고 있다. 법의 실측설계 제한에 대한 문제점은 2010년 제정 당시부터 지금까지 지속적으로 제기되어 왔다. 이에 본 연구는 2018년부터 2020년까지 정부기관에서 발주한 1037건의 문화재실측설계용역을 분석하여 전통조경설계가 차지하는 규모(발주건수, 설계금액)를 파악하고, 주요 사례를 중심으로 전통조경설계의 특징을 도출하였다. 그 결과는 다음과 같다. 첫째, 3년간 문화재실측설계용역에서 전통조경설계의 발주건수는 연간 차이를 보였으나, 설계금액은 연평균 근사(近似)하게 나타나 매년 동일한 수준을 유지한 것으로 확인되었다. 전체 설계에서 3년간 조경기술자의 책임 또는 참여가 요구된 전통조경설계의 건수는 약 26%의 높은 비율로 나타났다. 둘째, 전통조경설계는 건축사로 구성된 문화재실측설계업자가 대체할 수 없는 조경기술자의 전문지식과 경험이 요구되었다. 전문성은 공사의 종류에 따라 달리 나타났다. 기반조성 공사를 위한 지형설계는 땅의 형상과 높낮이에 대한 이해, 토공량 계산, 유구정비기법 등에 관한 전문지식이 요구되었다. 식재공사를 위한 설계는 수목의 생육특성과 생육환경에 대한 기본지식과 과거 식생경관에 대한 이해가 필요하였다. 한편, 전통포장 및 전통조경구조물과 시설물공사를 위한 설계는 전통 재료와 가공 및 시공기법의 전문성을 필요로 하였다. 계곡, 하천 등 수체계 정비를 포함하는 생태조경공사를 위한 설계는 물길과 생태계의 변화, 유체(流體)의 원리, 유체의 유형별 특성에 대한 이해가 필수적이었다. 이 밖에 문화재지정구역 또는 보호구역과 등록문화재 내 공원조성 및 주변정비를 목적으로 시행된 복합설계는 문화재공간의 특수성뿐만 아니라 시민들이 상시로 이용하는 공원의 기능을 충족해야 한다는 점에서 현대조경공간의 설계 능력이 겸비되어야 했다. 이처럼 전통조경설계는 전체 문화재 설계의 약 1/4을 차지하는 규모이며 설계에서 타 분야와 차별화된 전문성을 필요로 한다. 이는 현행 법령의 실측제한관련 조항을 개선하여 모든 전통조경설계를 조경기술자가 수행할 수 있는 기반을 마련함과 동시에 조경기술자가 직접 입찰에 참여할 수 있도록 전통조경설계업체의 신설 필요성을 시사한다.

모자건강관리를 위한 위험요인별 감별평점분류기준 개발에 관한 연구 (A Study on the Risk Factors for Maternal and Child Health Care Program with Emphasis on Developing the Risk Score System)

  • 이광옥
    • 대한간호학회지
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    • 제13권1호
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    • pp.7-21
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    • 1983
  • For the flexible and rational distribution of limited existing health resources based on measurements of individual risk, the socalled Risk Approach is being proposed by the World Health Organization as a managerial tool in maternal and child health care program. This approach, in principle, puts us under the necessity of developing a technique by which we will be able to measure the degree of risk or to discriminate the future outcomes of pregnancy on the basis of prior information obtainable at prenatal care delivery settings. Numerous recent studies have focussed on the identification of relevant risk factors as the Prior infer mation and on defining the adverse outcomes of pregnancy to be dicriminated, and also have tried on how to develope scoring system of risk factors for the quantitative assessment of the factors as the determinant of pregnancy outcomes. Once the scoring system is established the technique of classifying the patients into with normal and with adverse outcomes will be easily de veloped. The scoring system should be developed to meet the following four basic requirements. 1) Easy to construct 2) Easy to use 3) To be theoretically sound 4) To be valid In searching for a feasible methodology which will meet these requirements, the author has attempted to apply the“Likelihood Method”, one of the well known principles in statistical analysis, to develop such scoring system according to the process as follows. Step 1. Classify the patients into four groups: Group $A_1$: With adverse outcomes on fetal (neonatal) side only. Group $A_2$: With adverse outcomes on maternal side only. Group $A_3$: With adverse outcome on both maternal and fetal (neonatal) sides. Group B: With normal outcomes. Step 2. Construct the marginal tabulation on the distribution of risk factors for each group. Step 3. For the calculation of risk score, take logarithmic transformation of relative proport-ions of the distribution and round them off to integers. Step 4. Test the validity of the score chart. h total of 2, 282 maternity records registered during the period of January 1, 1982-December 31, 1982 at Ewha Womans University Hospital were used for this study and the“Questionnaire for Maternity Record for Prenatal and Intrapartum High Risk Screening”developed by the Korean Institute for Population and Health was used to rearrange the information on the records into an easy analytic form. The findings of the study are summarized as follows. 1) The risk score chart constructed on the basis of“Likelihood Method”ispresented in Table 4 in the main text. 2) From the analysis of the risk score chart it was observed that a total of 24 risk factors could be identified as having significant predicting power for the discrimination of pregnancy outcomes into four groups as defined above. They are: (1) age (2) marital status (3) age at first pregnancy (4) medical insurance (5) number of pregnancies (6) history of Cesarean sections (7). number of living child (8) history of premature infants (9) history of over weighted new born (10) history of congenital anomalies (11) history of multiple pregnancies (12) history of abnormal presentation (13) history of obstetric abnormalities (14) past illness (15) hemoglobin level (16) blood pressure (17) heart status (18) general appearance (19) edema status (20) result of abdominal examination (21) cervix status (22) pelvis status (23) chief complaints (24) Reasons for examination 3) The validity of the score chart turned out to be as follows: a) Sensitivity: Group $A_1$: 0.75 Group $A_2$: 0.78 Group $A_3$: 0.92 All combined : 0.85 b) Specificity : 0.68 4) The diagnosabilities of the“score chart”for a set of hypothetical prevalence of adverse outcomes were calculated as follows (the sensitivity“for all combined”was used). Hypothetidal Prevalence : 5% 10% 20% 30% 40% 50% 60% Diagnosability : 12% 23% 40% 53% 64% 75% 80%.

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2019년 주요 의료판결 분석 (Review of 2019 Major Medical Decisions)

  • 유현정;박노민;정혜승;이동필;이정선;박태신
    • 의료법학
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    • 제21권1호
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    • pp.107-152
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    • 2020
  • 2019년 선고된 의료판결 중에는 의료행위로 인한 합병증이 발생하였다는 것만으로 과실이 추정되지 않는다는 사건, 최근 소제기가 많이 되고 있는 낙상사고 관련 사건, 세간을 떠들썩하게 했던 유명 가수의 사망사건, 최근 국내를 포함하여 전 세계를 강타하고 있는 전염병인 COVID-19로 인한 피해와 관련되어 더욱 의미가 있는 2015년 메르스로 인한 손해배상사건 등 관심의 대상이 되었거나 의미 있는 판결들이 다수 선고되었다. 법원은 의료행위로 인한 합병증이 발생하였다는 것만으로 과실이 추정되지 않는다는 법리를 설시하면서 '과실이 추정되지 않는 합병증의 범위'를 재판부에 따라 달리 판단하였는 바, 그 기준을 구체적으로 제시하지 못하고 있었다. 낙상사고와 관련하여 의료기관의 과실을 인정하면서 의료기관의 책임을 제한하는 구체적인 사정들이 제시되었다. 손해배상 범위와 관련하여 연예인의 일실수입 판단기준, 의료사고로 유족연금을 받게 된 경우 일실수입 판단기준, 의료사고 발생 당시 이미 노동능력이 상실된 경우 일실수입을 부정한 사건 등 일실수입 산정과 관련된 쟁점에 관한 판단들이 이루어졌으나, 좀 더 명확하고 합리적인 기준에 따른 판단이 이루어져야 할 것으로 보인다. 의료광고와 관련하여 의료법 위반의 기준인 의료법 제27조 제3항에서 나열한 구체적 금지행위에 준하는 것으로 해석되거나 의료시장의 질서를 현저히 해친 것에 해당하는지 여부에 관한 구체적 판단논리가 제시되었다. 의료기관 중복운영 금지조항에 대하여 헌법재판소는 과잉금지원칙에 위배되지 아니하여 합헌이라고 판단하면서, 금지되는 '중복운영'의 범위를 합리적으로 제한하였고, 대법원은 의료법을 위반하여 개설 및 운영된 의료기관이라 하더라도 의료 기관에서 시행한 모든 요양급여가 국민건강보험법에 따라 수령이 불가능한 것은 아니라고 최초로 판단하는 의미 있는 판결을 선고하였다. 감염병 관리에 있어서 국가의 국민에 대한 구체적 보호의무의 존재를 인정한 의미 있는 판결들이 확정되었다.