• 토지주택연구
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• 제15권1호
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• pp.23-38
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• 2024

본 연구는 유형별 공공임대주택의 주거환경을 최저주거기준과 세부 기준을 중심으로 ANOVA, 다항로지스틱모형을 활용하여 미시적으로 살펴보았다. 주요 실증분석의 결과는 다음과 같다. 첫 번째, 입주자뿐만 아니라 최저주거기준과 세부 기준은 공공임대주택 유형별로 특성의 차이를 확인할 수 있었다. 두 번째, 행복주택은 최저주거기준 미달비율과 설비기준을 제외한 나머지 세부 기준의 미달비율이 높아, 전반적인 주거환경이 가장 열악한 것으로 나타났다. 세 번째, 영구임대, 국민임대, 매입/전세임대 중 영구임대의 최저주거기준과 면적·방기준이 취약하였으며, 매입/전세임대는 구조·성능·환경기준의 미달비율이 높게 나타났다. 네 번째, 매입/전세임대가 다른 공공임대 유형보다 임대 불안감이 높았고, 특히 임대료상승과 보증금 미반환에 대한 불안이 높다는 것을 확인하였다. 이러한 결과를 바탕으로 공공임대주택 유형에 따른 맞춤형 지원을 통해 주거환경 개선을 위한 노력이 필요하다는 것을 확인하였다.

• 대한수학교육학회지:수학교육학연구
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• 제12권1호
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• pp.145-162
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• 2002

In this study, on the basis of the seventh national mathematics curriculum, the achievement standards were developed to specify the objectives and contents of teaching-learning and the assessment standards were also developed to differentiate students' levels of achievement at school mathematics. The achievement standards were developed on the following guidelines; 1) to present the minimum standards based on the national curriculum, 2) to develop the standards based on the order of curriculum, 3) to suggest the minimum but ultimate achievement target, 4) to comprise not only of the intellectual but also of psychological spheres such as knowledge, function, attitude, aptitude, etc., and 5) to suggest the standards comprehensively and concretely. The standards were developed on the basis of the middle areas of contents of the curriculum in order not to be too comprehensive, nor to be too detailed. Learning activities, on the other hand, were provided for the assistance of instructions with emphasis on creativity rather than on the routine instruction. The assessment standards were established based on the following principles; 1) to establish the assessment methods, contents, and situations which are to be used for assessment, 2) to establish the criteria of classifying the assessed into the upper, intermediate and lower levels, 3) to develop the assessment standards in a proportionate balance to achievement standards, 4) to establish the intermediate level as a standard, and 5) to establish the minimum level in the contents, concepts, values and attitudes of basic learning. This study also suggested the exemplary test items including short-answer and open-ended questions while putting emphasis on students' real performance to increase their ability in solving problems rather than in calculating. In addition to the test items, it introduced the grading system developed to grade the items with concrete guidelines and to report students' achievement on doing mathematics.

• 한국지진공학회논문집
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• 제18권2호
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• pp.95-103
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• 2014

The current AISC341-10 standard specifiesa value of 0.02 radian for the minimum rotation capacity of connections for the intermediate steel moment frame system. However, despite of the advances realized in the domains of performance evaluation method and analysis method, research onthe minimum rotation capacity of the intermediate steel moment frame systemsatisfying the seismic performance has not been conducted in detail. In this study, the intermediate moment frame systemisdesigned with respect to current standards and the seismic performance in accordance with the rotational capacity of connections is evaluated using the seismic performance evaluation method presented in FEMA-P695. The minimum rotation capacity of intermediate steel moment frames required to satisfy seismic performance as well as the major design values affecting the seismic performance of moment frame areestimated. To that goal, the design parameters are selected and various target frames are designed. The analysis models of the main nonlinear elements are also developed for evaluating seismic performance. The resultsshow that the 20-story structure doesnot meet the seismic performance even if it satisfies the rotation capacity of 0.02 radian.

• 한국터널지하공간학회 논문집
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• 제22권6호
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• pp.655-667
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• 2020

본 연구의 최종 목적은 자율형 초동진압 소화체계의 성능평가 기준(안) 제시에 있다. 본 연구에서는 현재 개발단계에 있는 자율형 초동진압 소화제계의 성능기준 제시를 위해 현재 국내 건축물에 적용되는 소방설비의 법적 성능기준 및 국외 선행연구를 기반으로 유사 제품의 성능기준을 비교분석하였다. 또한 이를 기반으로 자율형 초동진압용 소화체계에 요구되는 최소한의 성능기준을 제시하였다. 본 연구의 결과를 기반으로 자율형 초동진압용 소화체계의 성능평가를 수행 후 현장적용 시 화재에 보다 신속한 대응이 가능할 것으로 판단된다.

• 한국항행학회논문지
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• 제17권6호
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• pp.765-776
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• 2013

민수용 항공기 산업에서는 해당 제품의 성능이 우수 하더라도 항공기의 항행 안전성을 확보하기 위하여 필요한 안전성 요구사항에 대한 적합성을 인정을 받지 못하면 법적으로 항공기에 사용 될 수 없는 특성이 있다 [1]. 이와 같이 다양하게 적용되어 지고 있는 항공 전자장비의 항행 안전성을 위하여 민간용 항공기에는 기술표준품 인증 제도를 시행하고 있다. KTSO-C113은 항공기용 다목적 전자식 디스플레이의 기술표준품을 인증하는 최소성능표준을 포함하고 있다. 기술 표준품 형식승인은 설계 및 제조에 대한 승인을 의미하여 항공기 장착하여 사용하기 위해서는 별도의 승인이 필요하다. 본 논문을 통하여 항공기용 다목적 디스플레이의 기술 표준품 형식승인 제도 및 인증 요구조건을 소개하고 적합성 입증을 위한 인증 사례를 제시한다.

• Advances in Computational Design
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• 제2권1호
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• pp.15-28
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• 2017

One of the major developments in seismic design over the past few decades is the increased emphasis for limit states design now generally termed as Performance Based Engineering. Performance Based Seismic Design (PBSD) uses Displacement Based Design (DBD) methodology wherein structures are designed for a target level of displacement rather than Force Based Design (FBD) methodology where force or strength aspect is being used. Indian codes still follow FBD methodology compared to other modern codes like CalTrans, which follow DBD methodology. Hence in the present study, a detailed review of the two most common design methodologies i.e., FBD and DBD is presented. A critical evaluation of both these methodologies by comparing the seismic performance of bridge models designed using them highlight the importance of adopting DBD techniques in Indian Standards also. The inherent discrepancy associated with FBD in achieving 'seismic regularity' is highlighted by assessing the seismic performance of bridges with varied relative height ratios. The study also encompasses a brief comparison of the seismic design and detailing provisions of IRC 112 (2011), IRC 21 (2000), AASHTO LRFD (2012) and CalTrans (2013) to evaluate the discrepancies on the same in the Indian Standards. Based on the seismic performance evaluation and literature review a need for increasing the minimum longitudinal reinforcement percentage stipulated by IRC 112 (2011) for bridge columns is found necessary.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계학술발표회 논문집(I)
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• pp.5-21
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• 2006

Traditional standards and specifications for concrete have largely been prescriptive, (or prescription-based), and can sometimes hinder innovation and in particular the use of more environmentally friendly concretes by requiring minimum cement contents and SCM replacement levels. In December 2004, the Canadian CSA A23.1-04 standard was issued which made provisions (a) for high-volume SCM concretes, (b) added new performance requirements for concrete, and (c) clearly outlined the requirements and responsibilities for use in performance-based concrete specifications. Also, in December 2003, the CSA A3000 Hydraulic Cement standard was revised. It (a) reclassified the types of cements based on performance requirements, with both Portland and blended cements meeting the same physical requirements, (b) allows the use of performance testing for assessing sulphate resistance of cementitious materials combinations, (c) includes an Annex D, which allows performance testing of new or non-traditional supplementary cementing materials. From a review of international concrete standards, it was found that one of the main concerns with performance specifications has been the lack of tests, or lack of confidence in existing tests, for judging all relevant performance concerns. Of currently used or available test methods for both fresh, hardened physical, and durability properties, it was found that although there may be no ideal testing solutions, there are a number of practical and useful tests available. Some of these were adopted in CSA A23.1-04, and it is likely that new performance tests will be added in future revisions. Other concerns with performance standards are the different perspectives on the point of testing for performance. Some concrete suppliers may prefer processes for both pre-qualifying the plant, and specific mixtures, followed only with testing only 'end-of-chute' fresh properties on-site. However, owners want to know the in-place performance of the concrete, especially with high-volume SCM concretes where placing and curing are important. Also, the contractor must be aware of, and share the responsibility for handling, constructability, curing, and scheduling issues that influence the in-place concrete properties.

• 전기의세계
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• 제29권5호
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• pp.303-311
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• 1980

The hazards of electrical shock are well known, but the conventional ground fault circuit breakers did not provide the statis factory safety for human body. Thus this paper considers the standards of performance that they must meet, and describes the new tripping mechanism the operations and the improvements. The experiment at new G.F.C.I. indicates maximum tripping time 25msec minimum sensitive leakage current 25mA and maximum nonaperation leakage current 15mA.

• 한국항공운항학회지
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• 제29권3호
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• pp.117-121
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• 2021

The Multi-crew Pilot License (MPL) is a new pilot qualification introduced by ICAO to train co-pilots for transport aircraft based on efficient and stable competency to respond to changes in the operating environment and technology. ICAO and the European Union Aviation Safety Agency (EASA) require a minimum flight of 240 hours for MPL qualification training, and allow the use of flight simulation training devices (FSTDs) for most of the training, specifying the performance requirements for FSTDs. As South Korea is also preparing for the operation of the MPL training program, it is essential to establish the operating standards for FSTDs required for MPL training. This study aims to identify the international standards for FSTDs related to MPL training, and to compare them with the current operating standards for FSTDs in South Korea for presenting a standard (draft) that can be used when introducing domestic MPL training programs in the future.

• 한국지진공학회논문집
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• 제18권2호
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• pp.105-115
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• 2014

This paper is the sequel of a companion paper (I. Performance Evaluation) evaluating the relation between the seismic performance of steel intermediate moment frames (IMFs) and the rotation capacity of connections. The evaluation revealed that the seismic performance of IMFs having the required minimum rotation capacity suggested in the current standards did not meet the seismic performance criteria presented in FEMA 695. Therefore, thepresent study evaluates the causes of the vulnerable seismic performance for steel IMFs and proposes alternatives to satisfy the seismic performance suggested in FEMA 695. To that goal, the results of nonlinear analysis, which are the pushover analysis and the incremental dynamic analysis, are examined and evaluated. As a result, high-rise IMF systems are seen to have the lower collapse margin ratio after connection fracture than row-rise IMF systems and, the actual response isfound to compared tothedesign drift ratio acting on design load design. Finally, the minimum design load values are proposed to meet the seismic performance suggested in FEMA 695 for IMF systems having vulnerable seismic performance.