• 제목/요약/키워드: Life-cycle assessment

검색결과 730건 처리시간 0.03초

퇴적물 용출수를 이용한 오염 퇴적물의 생물영향평가 가능성과 방향: 요각류 유생의 성장 및 분자생체지표의 활용 (Potential and Future Directions of Effect Assessment of Polluted Sediment Using Sediment Elutriates: Effects on Growth and Molecular Biomarkers on Marine Copepod)

  • 원은지;강예희
    • 환경영향평가
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    • 제26권3호
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    • pp.207-216
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    • 2017
  • 오염퇴적물의 생물영향평가를 위해 다양한 생물검정 연구가 수행되고 있다. 퇴적물에 직접 노출시키는 평가 방법은 실험과정 동안 섭식 및 섭식에 의한 생물의 영향을 배제할 수 없으며 관찰을 위한 실험 생물이 대형생물 또는 저서성 생물에 제한되는 등의 한계가 있다. 본 실험에서는 짧은 생활사를 가지며 많은 연구에서 독성 결과가 축적되어 있는 요각류와 퇴적물의 용출수를 이용해 생물영향평가의 가능성을 확인하고자 하였다. 오염의 정도가 다른 두 정점의 퇴적물 용출수에 해산 요각류를 노출 시켜 개체 및 분자 수준에서 관찰되는 변화를 측정한 결과 해산 요각류의 유생의 성장과 분자생체지표의 발현에서 오염된 퇴적물의 용출수에서 대조군과 유의한 차이를 보였다. 분자생체지표의 발현은 용출수의 희석 정도와 노출 시간에 의존적인 경향을 나타내 용출수를 이용한 생물영향평가의 가능성을 보여주었다. 본 논문 결과를 바탕으로 퇴적물의 오염 및 생물영향평가에 있어 용출수 노출시험이 오염물질의 정량적 분석결과를 보완할 수 있는 방법으로 이용될 수 있을 것을 확인하였으며 향후 많은 자료의 축적과 활용성에 대한 평가 및 기준이 제시되어야 한다고 제안한다.

국내 지진재해도를 고려한 저층 필로티 건물의 붕괴 확률 (Collapse Probability of a Low-rise Piloti-type Building Considering Domestic Seismic Hazard)

  • 김대환;김태완;추유림
    • 한국지진공학회논문집
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    • 제20권7_spc호
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    • pp.485-494
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    • 2016
  • The risk-based assessment, also called time-based assessment of structure is usually performed to provide seismic risk evaluation of a target structure for its entire life-cycle, e.g. 50 years. The prediction of collapse probability is the estimator in the risk-based assessment. While the risk-based assessment is the key in the performance-based earthquake engineering, its application is very limited because this evaluation method is very expensive in terms of simulation and computational efforts. So the evaluation database for many archetype structures usually serve as representative of the specific system. However, there is no such an assessment performed for building stocks in Korea. Consequently, the performance objective of current building code, KBC is not clear at least in a quantitative way. This shortcoming gives an unresolved issue to insurance industry, socio-economic impact, seismic safety policy in national and local governments. In this study, we evaluate the comprehensive seismic performance of an low-rise residential buildings with discontinuous structural walls, so called piloti-type structure which is commonly found in low-rise domestic building stocks. The collapse probability is obtained using the risk integral of a conditioned collapse capacity function and regression of current hazard curve. Based on this approach it is expected to provide a robust tool to seismic safety policy as well as seismic risk analysis such as Probable Maximum Loss (PML) commonly used in the insurance industry.

전과정평가를 이용한 유채재배의 환경영향 평가 (Environmental Impact Assessment of Rapeseed Cultivation by Life Cycle Assessment)

  • 홍승길;남재작;신중두;옥용식;최봉수;양재의;김정규;이성은
    • 한국환경농학회지
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    • 제30권1호
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    • pp.24-30
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    • 2011
  • 유채 재배 전과정이 환경에 미치는 영향을 전과정평가 기법으로 분석하였다. 유채재배 과정을 평가하기 위해 비료, 농약, 농기계 사용에 따른 에너지 소비량, 작업시간 등을 조사하여 평가의 기능 단위인 유채 1톤을 기준으로 분석하였다. Eco-Indicator 95방법으로 8개 영향범주에 대해 전과정영향을 평가한 결과 유채 1톤을 생산하는데 온실가스 216 kg $CO_2$-eq., 오존층 고갈 3.98E-05 kg CFC-11-eq., 산성화 1.78 kg $SO_2$-eq., 부영양화 0.28 kg $PO_4$-eq., 중금속 5.23E-03 kg Pb-eq., 발암 물질 2.51E-05 kg B(a)p-eq., 스모그 1.24 kg SPM-eq., 에너지자원 6,460 MJ LHV의 영향을 미치는 것으로 나타났다. 이 중 90%가 화학비료에서 기인하는 것으로 분석되었다. 유채 생산량이 1 톤 증가하였을 경우에 대한 민감도 분석에서는 배출량은 동일하였으나 단위 면적당 생산량이 증가하여 유채 1톤에 대한 환경 부하는 22% 감소하는 것으로 평가되었다. 따라서 친환경농업 또는 자원순환농업을 통하여 화학비료의 사용량을 줄이면 유채 재배에 있어 농업부문 온실가스 배출량이 상당부분 감소될 것으로 판단되었다.

Lifetime seismic performance assessment of high-rise steel-concrete composite frame with buckling-restrained braces under wind-induced fatigue

  • Liu, Yang;Li, Hong-Nan;Li, Chao;Dong, Tian-Ze
    • Structural Engineering and Mechanics
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    • 제77권2호
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    • pp.197-215
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    • 2021
  • Under a severe environment of multiple hazards such as earthquakes and winds, the life-cycle performance of engineering structures may inevitably be deteriorated due to the fatigue effect caused by long-term exposure to wind loads, which would further increase the structural vulnerability to earthquakes. This paper presents a framework for evaluating the lifetime structural seismic performance under the effect of wind-induced fatigue considering different sources of uncertainties. The seismic behavior of a high-rise steel-concrete composite frame with buckling-restrained braces (FBRB) during its service life is systematically investigated using the proposed approach. Recorded field data for the wind hazard of Fuzhou, Fujian Province of China from Jan. 1, 1980 to Mar. 31, 2019 is collected, based on which the distribution of wind velocity is constructed by the Gumbel model after comparisons. The OpenSees platform is employed to establish the numerical model of the FBRB and conduct subsequent numerical computations. Allowed for the uncertainties caused by the wind generation and structural modeling, the final annual fatigue damage takes the average of 50 groups of simulations. The lifetime structural performance assessments, including static pushover analyses, nonlinear dynamic time history analyses and fragility analyses, are conducted on the time-dependent finite element (FE) models which are modified in lines with the material deterioration models. The results indicate that the structural performance tends to degrade over time under the effect of fatigue, while the influencing degree of fatigue varies with the duration time of fatigue process and seismic intensity. The impact of wind-induced fatigue on structural responses and fragilities are explicitly quantified and discussed in details.

Perspectives on the systematic review for the 2020 Dietary Reference Intakes for Koreans for calcium

  • Bu, So Young;Choi, Mi Ja;Choi, Da Seul;Jung, You-Mi;Jang, In-Sil;Yang, Narae;Kim, Kirang;Park, Clara Yongjoo
    • Nutrition Research and Practice
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    • 제16권sup1호
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    • pp.89-112
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    • 2022
  • An accurate assessment of the recommended calcium (Ca) intake may contribute to reducing the risk of fractures and chronic diseases, ultimately improving quality of life. This review was performed to summarize key findings of Ca studies, investigate the effect of Ca intake on health outcomes, and determine the adequacy of evidence to revise the 2015 Dietary Reference Intakes for Koreans (KDRIs) for Ca in 2020. Databases were searched for intervention studies that assessed health outcomes by providing Ca in diets or as supplements. The framework of the systematic review comprised conducting literature searches, data extraction, quality assessment of the literature, and summarizing key findings relevant to set the Estimated Average Requirement (EAR) and Tolerable Upper Intake Level (UL) for Ca for the 2020 KDRI. The final search was performed in June 2019. A total of 13,309 studies were identified through databases and manual search. Sixtyfive studies were included in the final quality assessment and were summarized according to health indicators. As bone health was used as an indicator of the EAR for Ca, literature reports on bone health were further categorized by the life-cycle stage of the participants. This systematic review did not find new evidence that could be applied to the general Korean adult population, including postmenopausal women, for defining a new EAR for Ca in the 2020 KDRIs. Evidence in most of the reviewed literature was considered weak; however, some evidence was found that could improve the criteria on how the EAR for Ca was determined in children and adolescents. A review of the literature for the 2020 KDRIs for Ca did not find strong evidence in order to change the recommended values of the 2015 KDRIs. More clinical interventions are required among Koreans to strengthen the body of evidence to warrant the revision of the KDRIs.

궤도 유지보수 주기 예측을 위한 구간 특성에 따른 궤도틀림 표준편차 진전정도 분석 (Study for Progress Rate of Standard Deviation of Irregularity Based on Track Properties for the Railway Track Maintenance Cycle Analysis)

  • 정민철;김정훈;이지하;강윤석;공정식
    • 한국구조물진단유지관리공학회 논문집
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    • 제16권3호
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    • pp.31-40
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    • 2012
  • 궤도틀림은 열차의 주행안전 및 승차감에 미치는 영향이 크고, 소음 진동의 주요원인으로 작용한다. 따라서 현장에서 발생하는 궤도의 틀림을 체계적으로 분석함으로써 이를 저감할 수 있도록 차량운행 조건과 선로선형 및 궤도구조를 설계하는 것은 중요한 과제이다. 현재 국내에서 EM-120에 의해 검측된 틀림 데이터는 매우 불규칙적인 형태를 나타내며 데이터 분석 시 다양한 문제점을 가지고 있다. 본 연구에서는 궤도의 효율적인 유지관리를 위해 검측된 틀림데이터의 효율적인 처리 기법을 개발하고, 정제된 데이터를 이용해 선로를 구성하고 있는 이음매, 도상, 노반, 체결구 등의 요소를 고려하여 레일 궤도 틀림의 진전 정도를 정량화 하였다. 또한 축적된 검측 데이터로부터 궤도의 건전도를 평가할 수 있는 방법을 정립하고 잔존수명을 예측하여 효율적 유지관리를 실현하기 위하여 검측 데이터의 확률론적 수명 산정 기법 개발 및 데이터를 이용한 구간 특성에 따른 궤도틀림 표준편차의 틀림 진전 정도에 대한 통계 및 확률적 분석을 수행하였다.

철도차량용 LED전조등의 수명시험용 온도제어부의 성능평가 (Performance Assessment of a Temperature Control Unit used in a Lifecycle Testing System for LED Headlamps on Locomotives)

  • 온정근;정기석;정종덕
    • 한국철도학회논문집
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    • 제19권1호
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    • pp.46-53
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    • 2016
  • LED 광원은 기존 광원에 비해 수명이 길고 에너지 효율이 좋은 것으로 알려져 있다. 최근 철도차량의 고속화에 따른 전방시야 확보와 안전적인 운행을 고려하여 LED광원을 이용한 전조등이 증가하고 있다. 그러나 LED광원의 수명시험 데이터를 근거로 한 제품 수명 평가체계는 구동전류, 온도 및 진동 등 수명-스트레스 인자에 따라 다양한 수명특성을 보인다. LED제품은 주로 온도에 의해 예측된 수명에 미치지 못하는 경우가 일반적이므로 온도제어부의 성능평가는 수명시험 이전에 수행되어야 한다. 본 연구는 철도차량용 LED전조등의 수명시험 장치의 온도제어부 시작품을 제작하고 성능시험 결과를 바탕으로 타당성을 검증한다.

Accelerated life testing of concrete based on stochastic approach and assessment

  • Zhu, Binrong;Qiao, Hongxia;Feng, Qiong;Lu, Chenggong
    • Computers and Concrete
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    • 제19권1호
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    • pp.111-120
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    • 2017
  • This study aimed to design the accelerated life testing (ALT) of concrete, which stimulating the special natural environment maximumly. Its evaluation indexes, such as dynamic elastic modulus, mass and ultrasonic velocity were measured, and the variation of relative mass and relative dynamic elastic modulus of concrete were studied. Meanwhile, the microanalysis method was used. Moreover, an exploratory application of the stochastic approach, the Weibull distribution and the lognormal distribution, were made to assess the durability of concrete structures. The results show that the ALT for simulating natural environment is more close to the service process of concrete structure under actual conditions; The relative dynamic elastic modulus can be used as the dominant durability evaluation parameters, because it is more sensitive to the environmental factors compared with the relative quality evaluation parameters; In the course of the concrete deterioration, the destruction of the salt freezing cycle is the dominant factor, supplemented by other factors; Both of those two stochastic approaches can be used to evaluate the reliability of concrete specimens under the condition of ALT; By comparison, The lognormal distribution method is better to describe the reliability process.

공동주택의 라이프사이클을 통한 지속가능성과 친환경성 평가기법에 관한 연구 (Evaluation of Sustainable and Environmentally Friendly Building through the Life-cycle of Apartment Buildings)

  • 김삼열;김세환;이성
    • KIEAE Journal
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    • 제1권1호
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    • pp.11-16
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    • 2001
  • Concern about global environment has been increasing in recent years. Efforts to minimize the environmental impact to the globe as well as human beings have increased, especially in the late twentieth century. The study researches one of the solutions for the environmentally friendly building construction, which can contribute to sustaining the world environment. Assessment and proposals are made for high-rise apartments, one of the most popular construction types nowadays in Korea. Careful building design and construction for apartment buildings could reduce the environmental impact significantly without lowering standards of living. Since the volume of high-rise apartment construction is so great, a small improvement in each building will make a great contribution. Assessments are made over the life-span of apartment buildings. A tool has been made through references from western examples. mainly from BHEEAMs made in the United Kingdom. The components of the tool include passive design strategies, building materials. energy consumption during building operation, and management and maintenance. Co-relationship between buildings and ten environment in Korea is searched. Korean high-rise apartments are assessed with the tool and suggestions for sustainable development are made mainly for improvement of embodied energy of building materials and the life of buildings.

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Approaching the assessment of ageing bridge infrastructure

  • Boller, Christian;Starke, Peter;Dobmann, Gerd;Kuo, Chen-Ming;Kuo, Chung-Hsin
    • Smart Structures and Systems
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    • 제15권3호
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    • pp.593-608
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    • 2015
  • In many of the industrialized countries an increasing amount of infrastructure is ageing. This has become specifically critical to bridges which are a major asset with respect to keeping an economy alive. Life of this infrastructure is scattering but often little quantifiable information is known with respect to its damage condition. This article describes how a damage tolerance approach used in aviation today may even be applied to civil infrastructure in the sense that operational life can be applied in the context of modern life cycle management. This can be applied for steel structures as a complete process where much of the damage accumulation behavior is known and may even be adopted to concrete structures in principle, where much of the missing knowledge in damage accumulation has to be substituted by enhanced inspection. This enhanced and continuous inspection can be achieved through robotic systems in a first approach as well as built in sensors in the sense of structural health monitoring (SHM).