• Korean Architects
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• no.2 s.167
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• pp.88-96
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• 1983

• KOREAN ASSOCIATION OF OCCUPATIONAL HEALTH NURSES
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• v.9 no.2 s.31
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• pp.32-39
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• 2002

• KOREAN ASSOCIATION OF OCCUPATIONAL HEALTH NURSES
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• v.18 no.2
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• pp.67-67
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• 2011

• Construction Engineering and Management
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• v.18 no.2
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• pp.44-49
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• 2017

• Feed Journal
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• v.2 no.10
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• pp.52-58
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• 2004

• Agrochemical news magazine
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• v.21 no.4 s.157
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• pp.22-25
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• 2000

• Journal of Food Hygiene and Safety
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• v.34 no.4
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• pp.334-339
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• 2019

A procedure based on high-performance liquid chromatography (HPLC) is described to determine ${\beta}-carotene$ in infant formulas. The method for ${\beta}-carotene$ analysis was performed on a C18 reversed-phase column using acetonitrile/methanol/dichloromethane (6:1:3, v/v/v) as a mobile phase. ${\beta}-Carotene$ was determined in HPLC with photo diode array (PDA) detector. The parameters of validation were specificity, linearity, LOD, LOQ, accuracy, precision and repeatability. The specificity was confirmed by the retention time and the linearity ($R^2$), which was over 0.999 in the range of 0.125~2 mg/L. The detection and quantification limits were 0.064 and 0.193 mg/L, respectively. The accuracy and precision of this method using an STD spiked sample were 80~119% and 1.02~2.05% respectively. The method was applied to the analysis of various infant formula and follow-up formulas products containing ${\beta}-carotene$, and all the products contained acceptable levels of ${\beta}-carotene$ for nutrition labeling.

• Journal of the Korea institute for structural maintenance and inspection
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• v.9 no.2
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• pp.137-146
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• 2005

This study presents the shape iteration method and the updated Lagrangian methods to calculate the initial tension and the reference length of cables of cable-stayed bridges. The girders and towers of cable-stayed bridge are modelled as 3-dimensional frame elements and the cable as nonlinear truss element or Ernst's cable element. Compared with the initial tensions of cables by finite element method in this study and by trial-and error method in practices, the tensions by the former are shown to be a little less than the those by the latter. The reference lengths of cables by Ernst's cable elements are almost consistent with those of cables by nonlinear truss elements. And the reference length of cables in this study are almost consistent with the arc length of beam with the same initial tension. Therefore the reference lengths of cables in cable-stayed bridges are shown to be obtained simply by the theory of beam with the initial tension calculated in this study.

• Journal of Bio-Environment Control
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• v.1 no.2
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• pp.148-153
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• 1992

본 연구는 생물생산시설의 구조설계 과정에서 초기단계의 고정하중을 합리적으로 추정하기 위한 식을 유도하여 구조설계 기준 설정에 기초자료를 제공하고, 생물생산분야 종사자가 간편하게 구조적 안전성을 진단할 수 있는 방법을 개발할 목적으로 수행하였으며 연구 결과를 요약하면 다음과 같다. 1. 국내의 온실설계자료를 수집하여 실제 하중을 산출, 분석해 본 결과 기존의 일본 시설원예기준 적용치와는 차이가 있었으며, 잠정적으로 국내 시설에의 적용을 위한 추정식을 유도하였다. 2. 지역별 설계하중을 적용하여 구조해석을 실시하고, 발생되는 응력의 크기에 따라서 풍하중 및 설하중 지배지역으로 안전설계 지역구분을 실시하였다.

• Korean Journal of Construction Engineering and Management
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• v.20 no.2
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• pp.105-112
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• 2019

As the Construction Technology Promotion Act was revised in 2015, the term of Supervision was removed and Construction Management was included instead. The consideration of Construction Management shall be based on the cost plus fee method specified in the Criteria for the Cost of Construction Technology Services of the Ministry of Land, Infrastructure and Transport. Nevertheless, it is based on the construction cost ratio in accordance with the Economy and Finance Ministry's Detailed Guidelines for Preparing the 2018 Budget Plan and Fund Management Plan (Manual for Business Type and Item). As a result, it has been expected that Construction Management consideration will be calculated according to a single government standard and that the Criteria will be applied reasonably. In addition, although the change in the Labor Standard Act has a significant effect on the working environment of the construction site, the nature of the construction site is not considered in this Act. Based on these problems, the study suggested that the government should apply a single standard after consultation with the relevant agencies when calculating the consideration for Construction management, that the scope of the Criteria for the Cost of Construction Technology Services should be clear, that the amount of input by the Construction Manager should be considered for the capability of engineers and the number of working days, and that construction characteristics should be considered when determining the number of working days and hours.