• 제목/요약/키워드: Civil Affairs

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흡연위험요인관리를 위한 부문간 협력: WHO FCTC를 중심으로 (Intersectoral Collaboration for Tobacco Policy: Focusing on WHO FCTC)

  • 최은진
    • 보건교육건강증진학회지
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    • 제30권4호
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    • pp.9-16
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    • 2013
  • Objectives: The purpose of this manuscript was to review Intersectoral Collaboration policies for Tobacco Control. Methods: The author selected the WHO Framework Convention on Tobacco Control and adopted guidelines, and reviewed intersectoral and multisectoral collaboration policy recommendations. Results: There are 11 chapters and 38 articles in the Convention. In the Demand reduction policies included price and non price measures. The author selected a few non price measures for cross sectoral collaboration examples. They are protection from exposure to tobacco emission, education and communication, banning advertising, promotion and sponsorship of tobacco products, and offering treatment to tobacco use cessation. Inter sectoral and multi sectoral approaches could increase effectiveness, and better outcome of the tobacco control policy for implementation of many different articles of FCTC. Conclusions: It is important to give a specific role in structures of different government sectors and infrastructure for intersectoral collaboration. In addition, the role of civil society is very important for implementation of tobacco control policy effectively, and governments have to support the civil society for anti-smoking activities and campaigns.

정부의 위기관리 조직 재설계 필요성 연구 - 재난.비상대비.민방위업무를 중심으로 - (A Study for the Necessity of Restructuring Korea's Emergency Management Organization - Focused on Disaster.Emergency Preparation and Civil Defence Affairs -)

  • 김국래
    • 한국화재소방학회논문지
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    • 제22권2호
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    • pp.1-8
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    • 2008
  • 이명박 정부는 출범과 동시 대국 대과의 원칙을 가지고 정부조직을 15부 2처 체제로 대폭 축소 개편하였고 국가 위기관리 분야도 전시, 평시 대비 업무를 효율적으로 관리하기 위하여 행정안전부로 국무총리실의 비상기획 위원회 기능 등을 통합시켰으나 재난 안전관리, 비상대비, 위기상황 관리는 행정안전부가 소방, 재난관리와 민방위는 소방방재청이 대테러는 국가정보원에서 각각 관장하게 함으로써 행정안전부의 재난총괄, 비상대비, 위기 상황관리 업무가 소방방재청의 재난관리, 민방위, 재난 상황 관리 기능과 유사하게 중복되는 등 비효율적인 체제를 유지하고 있으므로 이에 대한 심도 있는 분석을 통하여 재난 비상대비 민방위 업무에 대한 정부의 바람직한 재난관리 조직 재설계 간을 제시하고자 함.

우리나라 오염총량관리제도의 개선 및 적용: 1. 안양천 유역의 오염부하량 산정 (Improvement and Application of Total Maximum Daily Load Management System of Korea: 1. Calculation of Total Amount of Pollutant Load in the Anyangcheon Watershed)

  • 김경태;정은성;김상욱;이길성;성진영
    • 한국물환경학회지
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    • 제25권6호
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    • pp.972-978
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    • 2009
  • This study modifies the present total maximum daily load (TMDL) system of Ministry of Environment and applies to the Anyangcheon watershed. Hydrologic Simulation Program-FORTRAN (HSPF) model is used to simulate both runoff and non-point source pollution, simultaneously, instead of QUAL2E. The drought flow (355th daily flow) is proposed for the target water quantity since it is easier to satisfy low flow (275th daily flow) for the target water quality than drought flow. The increase of discharge is more than the increase of pollutant load except for the period under low flow. The measured unit loads for non-point source are used to consider the regional runoff characteristics. The measured water quantity and quality data are used since the ministry of environment supports only water quality. This analysis results show some reasons for the improvement of the present TMDL system of Korea.

Mechanical Properties of Cement Material for Energy-Foundation (EF) Structures

  • Park, Yong-Boo;Choi, Hang-Seok;Sohn, Jeong-Rak;Sim, Young-Jong;Lee, Chul-Ho
    • 토지주택연구
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    • 제3권1호
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    • pp.83-88
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    • 2012
  • In this study, physical characteristics of cement and/or concrete materials that are typically used for energy-foundation (EF) structures have been studied. The thermal conductivity and structural integrity of the cement-based materials were examined, which are commonly encountered in backfilling a vertical ground heat exchangers, cast-in-place concrete piles and concrete lining in tunnel. For this purpose the thermal conductivity and unconfined compression strength of cement-based materials with various curing conditions were experimentally estimated and compared. Hydration heat generated from massive concrete in the cast-in-place concrete energy pile was observed for 4 weeks to estimate its dissipation time in the underground. The hydration heat may mask the in-situ thermal response test (TRT) result performed in the cast-in-place concrete energy pile. It is concluded that at least two weeks are needed to dissipate the hydration heat in this case. In addition, a series of numerical analysis was performed to compare the effect of thermal property of the concrete material on the cast-in-place pile.

Role of ABAS and Bureaucratic Reformation in Improving Governmental Financial Performance Through Financial Decision Making

  • AFFANDI, Muhammad Arief;MURWANINGSARI, Etty;MAYANGSARI, Sekar;DWIMULYANI, Susi
    • The Journal of Asian Finance, Economics and Business
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    • 제7권11호
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    • pp.1069-1075
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    • 2020
  • This research is aimed at examining the effect of the implementation of ABAS and BR on GFP with FDM as mediation. Respondent of research is 100 civil servants at the Directorate General of Population and Civil Registration of the Ministry of Home Affairs for the Republic of Indonesia. Data analysis is done with WarpPLS. Result of research shows that the implementation of ABAS has direct and indirect effects on GFP, and the indirect effect involves the mediation of FDM. Other result indicate that the making of proper financial decisions will help improving GFP. The effectiveness of financial decisions are able to mediate the implementation of ABAS in improve GFP. Meanwhile, BR does not affect GFP, either directly or indirectly through FDM. BR seems oriented more toward improving public service and people's welfare. This research suggests that the next research should examine whether the implementation of BR can improve governmental organizational performance in delivering public service. This research has proven that the implementation of ABAS has helped in improving the quality of FDM, while the other benefit is that this system improves GFP. Moreover, this research also gives confirmation that accounting information in good quality will be very useful in FDM.

An Experimental Study on Evaluation of Compressive Strength in Cement Mortar Using Averaged Electromagnetic Properties

  • Kwon, Seung-Jun;Maria, Q. Feng;Park, Tae-Won;Na, Ung-Jin
    • International Journal of Concrete Structures and Materials
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    • 제3권1호
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    • pp.25-32
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    • 2009
  • A non-destructive testing (NDT) method for evaluating physical properties of concrete including the compressive strength is highly desirable. This paper presents such an NDT method based on measurement of electromagnetic (EM) properties of the material. Experiments are carried out on cement mortar with different water/cement (W/C) ratios. Their EM properties including the conductivity and the dielectric constant are measured at different exposure conditions and curing periods over a wide frequency range of the EM wave. The compressive strength of these specimens is also tested. It is found that both the conductivity and the dielectric constant increase as the W/C ratio decreases and the curing period increases, which lead strength development in the specimens. A linear correlation is observed between the averaged EM properties over the 5 to 20 GHz frequency range and the measured compressive strength, demonstrating the effectiveness of the EM property-based NDT method in evaluating strength of OPC mortar.

Coupled Finite Element Analysis for Semi-implicit Linear and Fully-implicit Nonlinear Scheme in Partially Saturated Porous Medium

  • Kim, Jae-Hong;Regueiro, Richard A.
    • 토지주택연구
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    • 제1권1호
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    • pp.59-65
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    • 2010
  • The paper presents a comparison between a semi-implicit time integration linear finite element implementation and fully-implicit nonlinear Newton-Raphson finite element implementation of a triphasic small strain mixture formulation of an elastic partially saturated porous medium. The pore air phase pressure pa is assumed atmospheric, i.e., $p_a$ = 0, although the formulation and implementation are general to handle increase in pore air pressure as a result of loading, if needed. The solid skeleton phase is assumed linear isotropic elastic and partially saturated 'consolidation' in the presence of surface infiltration and traction is simulated. The verification of the implementation against an analytical solution for partially saturated pore water flow (no deformation) and comparison between the two implementations is presented and the important of the porosity-dependent nature of the partially saturated permeability is assessed on comparison with a commercial code for the partially saturated flow with deformation. As a result, the response of partially saturated permeability subjected to the porosity influences on the saturation of a soil, and the different behaviors of the partially saturated soil between staggered and monolithic coupled programs is worth of attention because the negative pore water pressure in the partially saturated soil depends on the difference.

가공제품에 대한 생활주변방사선 실태조사 자료를 활용한 통계분석 (Statistical Analysis Using Living Radiation Survey Data on Processed Products)

  • 최경호;조정근
    • 대한방사선기술학회지:방사선기술과학
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    • 제43권2호
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    • pp.123-128
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    • 2020
  • Radiation Following the 2011 Fukushima nuclear accident in Japan, public interest and anxiety about radiation safety increased, and vague anxiety about commonly exposed living radiation was generated. The Atomic Energy Safety Commission has been conducting a survey of processed products that advertise "negative ions" and "far-infrared" emissions under the Living Radiation Safety Management Act. In this study, in-depth analysis was performed from a statistical point of view using the measurement data presented in the Nuclear Safety Committee's actual survey analysis report as secondary data. As a result, there was a statistically significant difference (p<0.005) between latex and civil affairs products. There were also statistically significant differences (p<0.05) in the results of testing whether there were significant differences in the annual exposure dose between groups after categorizing 71 civil products, including radon beds, into bed, bedding, and living and other categories. The correlation analysis results also confirm that, as is commonly known, the annual doses received from processed products are associated with radon derived from U-238 and Th-232.

전력수급기본계획에서 발전소 준공 불확실성에 대한 고찰 (A Study on the Uncertainty of Additional Generating Capacity in Long Term Electricity Plan)

  • 김창수;이창호
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2005년도 제36회 하계학술대회 논문집 A
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    • pp.843-845
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    • 2005
  • The uncertainty of long term electricity plan consists of the uncertainty of demand forecast and additional generating capacity. Demand forecast is clearly improved the accuracy than the past through improving forecasting methods. However, the uncertainty of additional generating capacity is increased due to the change of market environment. In an operation by a sole utility, additional generating capacity would be possible by the regulation of government. Currently the generation companies have spined off from KEPCO and some IPPs participate the electricity market. It increases the uncertainty due to weakened regulation. Also the environment movement by NGOs and occurrence of civil affairs cause the increase of uncertainty. This research would analyze the current situation on the uncertainty of additional generating capacity and construction delays. Furthermore this research would present the plan to reflecting it in long term electricity plan.

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On the Ductility of High-Strength Concrete Beams

  • Jang, Il-Young;Park, Hoon-Gyu;Kim, Sung-Soo;Kim, Jong-Hoe;Kim, Yong-Gon
    • International Journal of Concrete Structures and Materials
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    • 제2권2호
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    • pp.115-122
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    • 2008
  • Ductility is important in the design of reinforced concrete structures. In seismic design of reinforced concrete members, it is necessary to allow for relatively large ductility so that the seismic energy is absorbed to avoid shear failure or significant degradation of strength even after yielding of reinforcing steels in the concrete member occurs. Therefore, prediction of the ductility should be as accurate as possible. The principal aim of this paper is to present the basic data for the ductility evaluation of reinforced high-strength concrete beams. Accordingly, 23 flexural tests were conducted on full-scale structural concrete beam specimens having concrete compressive strength of 40, 60, and 70MPa. The test results were then reviewed in terms of flexural capacity and ductility. The effect of concrete compressive strength, web reinforcement ratio, tension steel ratio, and shear span to beam depth ratio on ductility were investigated experimentally.