• 제목/요약/키워드: KDS

검색결과 76건 처리시간 0.019초

Updates of Korean Design Standard (KDS) on the wind load assessment and performance-based wind design

  • Han Sol Lee;Seung Yong Jeong;Thomas H.-K. Kang
    • Wind and Structures
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    • 제37권2호
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    • pp.117-131
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    • 2023
  • Korea Design Standard (KDS) will be updated with two major revisions on the assessment of wind load and performance-based wind design (PBWD). Major changes on the wind load assessment are the wind load factor and basic wind speed. Wind load factor in KDS is reduced from 1.3 to 1, and mean recurrence interval (MRI) for basic wind speed increases from 100 years to 500 years considering the reduction of wind load factor. Additional modification is made including pressure coefficient, torsional moment coefficient and spectrum, and aeroelastic instability. Combined effect of the updates of KDS code on the assessment of wind load is discussed with the case study on the specified sites and building. PBWD is newly added in KDS code to consider the cases with various target performance, vortex-induced vibration, aeroelastic instability, or inelastic behavior. Proposed methods and target performance for PBWD in KDS code are introduced.

한국어 단모음의 지각적 모음공간과 심적 표상 (Perceptual Vowel Space and Mental Representation of Korean Monophthongs)

  • 최양규
    • 음성과학
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    • 제10권2호
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    • pp.287-301
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    • 2003
  • The purpose of this study was to examine whether the same vowel sounds are perceived differently by the two local dialect speakers, Seoul dialect speakers (SDS) and Kyungnam dialect speakers (KDS), whose vowel systems differ each other. In the first experiment SDS and KDS heard vowels synthesized in vowel space with F1 by F2 and categorized them into one of 10 Korean monophthongs. The results showed that SDS and KDS perceived the synthesized vowels differently. For example, /$\varepsilon$ versus /e/ contrast, ${\o}$/, and /y/ are differentiated by SDS, whereas they are perceptually confused by KDS. We also observed that /i/ could not be perceived unless the vowel synthesis included F3 or higher formants. In the second experiment SDS and KDS performed the similarity rating task of 10 synthesized Korean monophthongs. Two-dimensional MDS solution based on the similarity rating scores was obtained for each dialect group. The first dimension can be named 'vowel advancement' and the second 'vowel height'. The comparison of the two MDS solutions showed that the overall psychological distances among the vowels are shorter in KDS than SDS and that especially the distance between /$\Lambda$/ and /i/ is shorter in KDS than SDS. The result suggested that perception or mental representation of vowels depends on the vowel system of the listener's dialect or language. Further research problems were discussed in the final section.

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Development of a Korean Diet Score (KDS) and its application assessing adherence to Korean healthy diet based on the Korean Food Guide Wheels

  • Lee, Myoungsook;Chae, Soo Wan;Cha, Youn-Soo;Cho, Mi Sook;Oh, Hea Young;Kim, Mi Kyung
    • Nutrition Research and Practice
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    • 제7권1호
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    • pp.49-58
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    • 2013
  • The most critical point in the assessment of adherence to dietary guidelines is the development of a practical definition for adherence, such as a dietary pattern score. The purpose of this study was to develop the Korean Diet Score (KDS) based on the Korean Food Balance Wheel and to examine the association of KDS with various lifestyle characteristics and biochemical factors. The dietary data of 5,320 subjects from the 4th Korean National Health and Nutritional Examination Survey were used for the final analysis. The food guide was composed of six food group categories; 'grain dishes', 'fish and meat dishes', 'vegetable dishes', 'fruits', 'milk' and 'oils and sugars'. Based on the recommended serving numbers for each group, the scores measuring adherence to this food guide were calculated from the dietary information from the 24-hour dietary recall questionnaire, and then its correlation with various characteristics was assessed. KDS was significantly associated with several clinical, lifestyle and socioeconomic factors as well as diagnosed disease history. The higher quintile group of KDS showed a significantly lower level in fasting blood glucose, systolic blood pressure, triglycerides, current smoking and drinking as well as higher leisure time activity, house income and education. Furthermore, the KDS quintile group of women was inversely associated with hypertension, osteoporosis and diabetes. A higher KDS quintile was characterized with a higher intake of several critical nutrients, such as Ca, Fe and vitamins as well as a desirable nutrition balance such as the ratio of macronutrients. Our results demonstrate that KDS is a beneficial tool in assessing the adherence to a healthy diet based on the Korean dietary guidelines. We suggest that KDS could be a useful indicator for evaluating the dietary balance of the Korean population.

공기중 유기용제 농도 측정에 있어서 국산 확산포집기와 활성탄관의 비교연구 (Field Comparison of Korean Diffusive Sampler and Charcoal Tube Methods for Determination of Organic Vapors)

  • 조숙자;백남원
    • 한국산업보건학회지
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    • 제7권1호
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    • pp.33-48
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    • 1997
  • Korean diffusive sampler (KDS) and charcoal tube (CT) were used for sampling n-hexane, trichloroethylene and toluene in air KDS was made by Department of Environmental Health, SNU-SPH in 1995. Surveys were conducted at ten industrial plants with organic solvents. The relationship between two sampling methods was examined by linear regression analysis, and concentrations by two sampling methods were compared using paired t-test. The results are as follows: 1. The geometric means by CT and KDS methods were 3.26ppm and 3.32ppm for n-hexane, 5.07ppm and 6.34ppm for toluene, and 7.18ppm and 7.90ppm for toluene, respectively. There was no significant difference between results by CT and KDS methods in three organic vapors (p>0.05). When linear regression analysis was performed, two sampling methods were highly related ; correlation coefficients were 0.98, 0.90 and 0.96 for n-hexane, toluene and trichloroethylene, respectively. 2. Airborne concentrations of n-hexane (n=21) were below 0.5 TLV level. The GM by two methods were almost same (3.09 ppm). And there was no significant difference between results by two methods (p>0.05). 3. Since toluene and trichloroethylene concentrations showed several levels, appropriate sampling rates were applied for each level. The GM of toluene concentrations by two methods at 0.5 TLV level were 3.75ppm and 5.48ppm. The KDS method overestimated the toluene concentrations at 0.5 TLV level (p<0.05). The GM values of toluene concentrations at 1 TLV level were 31.80ppm and 25.38ppm and at 2 TLV level were 64.13 ppm and 51.37 ppm. The KDS method underestimated concentration at both level (p<0.05). For trichloroethylene, the GM at 0.5 TLV level were 4.97 ppm and 7.11ppm. The KDS method overestimated the concentration of trichloroethylene (p<0.05). In conclusion, concentrations of three organic vapors measured by CT and KDS were not significantly different and results by two methods were highly related. But at contain concentrations, the levels by method were significantly different. Therefore, it is suggested that sampling rate of KDS should be studied simultaneously using CT method for organic vapors.

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코어 외 추가 벽체와 기둥 띠철근 간격이 필로티 건물의 내진성능에 미치는 영향 (Effect of Stirrup Spacing of Columns and an Additional Wall other than Core Walls on the Seismic Performance of Piloti-type Buildings)

  • 이수정;김태완
    • 한국지진공학회논문집
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    • 제28권4호
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    • pp.171-181
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    • 2024
  • For low-rise piloti-type buildings that suffered significant damage in the Pohang earthquake, the seismic performance of those designed by codes issued before and after the earthquake has been recently revised. This study started with the expectation that many of the requirements presented in the current codes may be excessive, and among them, the spacing of column stirrup could be relaxed. In particular, the recently revised design code of concrete structures for buildings, KDS 41 20 00, suggests that the column stirrup spacing is 1/2 of the minimum cross-sectional size or 200 mm, which is strengthened compared to KBC 2016, but relaxed than the current KDS, 41 17 00, which is 1/4 of the minimum size or 150 mm. As a result of the study, it was found that the target performance level was sufficiently satisfied by following the current standards and that it could be satisfied even if the relaxed spacing was followed. Therefore, the strict column stirrup spacing of KDS 41 17 00 could be relaxed if a wall other than core walls is recommended in the current guideline for the structural design of piloti-type buildings.

RC 보의 휨실험을 통한 고강도 확대머리철근의 겹침이음 강도 평가 (Evaluation of the Lap Splice Strengths of High Strength Headed Bars by Flexural Tests of RC Beams)

  • 이지형;장덕영;김승훈
    • 한국구조물진단유지관리공학회 논문집
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    • 제26권6호
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    • pp.247-255
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    • 2022
  • 본 논문에서는 겹침이음되는 고강도 확대머리철근의 유효춤이 동일한 경우와 상이한 경우의 겹침이음상세를 가지는 보에 대하여 휨실험을 실시하였다. 이를 통하여 고강도 확대머리철근의 겹침이음성능을 평가하였고, KDS-2021 설계식의 적용성을 평가하였다. 실험 변수는 철근의 설계기준항복강도, 겹침이음길이, 스터럽 간격, 서로 겹침되는 철근간의 중심간격 등이다. LS 계열 실험체에 대한 ACI 318-19식이 KDS-2021식과 비교하여 약 23.8~32.7% 더 큰 정착길이를 나타내었으며, VLS 계열 실험체에서는 약 13.7~35.5% 더 큰 정착길이로 평가하고 있다. 유효춤이 동일한 확대머리 철근의 겹침이음실험에서 KDS-2021식의 1.3배 이상, ACI318-19식의 1배 이상의 겹침이음길이를 가지는 실험체는 모두 연성적인 거동 후 휨파괴되어 충분한 겹침이음성능을 확보하였다. 유효춤이 상이한 철근간에 겹침이음되는 상세를 가지는 실험체는 KDS-2021식으로 겹침이음길이를 산정할 경우, 유효춤이 적은 측의 철근강도를 증가시킴으로써 유효춤이 큰 단면의 보유휨강도와 유사하도록 휨응력을 전달시킬 수 있다.

군수업체에서의 표준·규격 활용실태 조사 연구 (II) (Survey on the Application of Standards and Specifications in Munitions Companies (II))

  • 최기인;박일광;김성광
    • 한국산학기술학회논문지
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    • 제12권4호
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    • pp.1597-1602
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    • 2011
  • 150개 군수업체를 대상으로 실시한 설문조사를 통해, 국방규격 및 민간표준 규격에 대한 활용 실태와 국방규격의 KS 부합화에 따른 경제적 효과 분석을 수행하였다. 대부분의 업체에서는 기업에서 활용하는 국방규격이나 인용 규격의 최신 변경사항에 대한 충분한 정보를 얻지 못하는 것으로 나타났다. 특히, 국방규격은 정보에 대한 접근 제한성으로 인해 최신 동향을 파악하기가 어렵다는 응답이 많았는데, 이는 국방규격이나 도면 검색 프로그램에 대한 활용을 통해 다소나마 해결될 것으로 판단된다. 국방규격의 KS 부합화 사업에 대해서는 많은 업체에서 품질향상, 연구 개발기간 단축, 생산성 증대, 표준 구매 및 교육 비용 절감 등과 관련하여 군수품 원가 절감에 다각적으로 기여할 것으로 예상하는 것으로 나타났다.

KDS 41 17 00에 따라 설계된 저층 필로티 건물의 지진 취약도 (Seismic Fragility of Low-rise Piloti Buildings Designed According to KDS 41 17 00)

  • 주창혁;김태완
    • 한국지진공학회논문집
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    • 제26권2호
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    • pp.49-58
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    • 2022
  • The 2017 Pohang earthquake caused severe damage to low-rise piloti buildings. The damage was caused mainly by column shear failure, and some core walls were as well. The damaged piloti buildings in Pohang City could be relieved if they were designed correctly according to the standards at that time. However, the post-earthquake investigation revealed design, construction, and permission problems. To solve the problems, the Piloti Building Structure Design Guidelines that include strict specifications were published in 2018. Separately, KDS 41 17 00, the seismic design standard for buildings, was enacted in 2019 and it included the guideline contents. Therefore, at least after the publication of the guidelines, piloti buildings, designed by the standard and guidelines, can be expected to possess better seismic performance than existing piloti buildings. To confirm this, the probability of exceedance for several damage state thresholds was estimated for existing and designed piloti buildings. As a result, the probability of damage of designed piloti buildings was very low compared to existing ones. Consequently, it was confirmed that the guideline and standard adequately supplement the structural fragility of existing piloti buildings.

국내 액상화 평가를 위한 진동전단응력비 산정 (Evaluation Methods of Cyclic Shear Stress Ratio for the Assessment of Liquefaction in Korea)

  • 유병수;봉태호;김성렬
    • 한국지반공학회논문집
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    • 제35권6호
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    • pp.5-15
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    • 2019
  • 액상화 평가를 수행할 때 진동전단응력비(CSR)는 일반적으로 지반응답해석 또는 Seed & Idriss의 간편법을 수정한 방법을 통해 산정하고 있다. 본 연구에서는 진동전단응력비 산정방법의 적용성을 분석하기 위하여 1차원 등가선형 지반응답해석을 수행한 후 미연방도로국(FHWA), 일본도로협회(JRA), 국내설계기준(KDS) 등에서 제안한 방법을 적용하여 진동전단응력비를 산정하였다. 연구결과, 국내설계기준(KDS)으로 산정한 진동전단응력비가 해석 결과와 가장 큰 오차를 나타내었다. 그 이유는 국내설계기준의 경우 깊이에 따른 응력감소계수를 최대진동전단응력의 비가 아닌 최대지반가속도의 비로 정의하는 오류가 있기 때문이다.

일축 압축력을 받는 콘크리트충전 각형강관 단주의 구조적 거동 (Axial Compression of Stub Columns for Concrete-filled Square Steel Tubes)

  • 유영찬
    • 한국산학기술학회논문지
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    • 제22권2호
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    • pp.617-624
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    • 2021
  • 각형강관 기둥에 콘크리트를 충전하여 사용하는 콘크리트충전 강관구조가 구조부재로 사용되면 기둥 부재의 내력과 변형 능력이 증가되어 높은 효율성을 가진 구조물 구현이 가능해 진다. 콘크리트충전 강관구조에 대한 국내의 설계 기준은 대한건축학회에서 2005년에 제정한 후, 2009년과 2016년에 각각 개정되었다. 연구 목적은 콘크리트충전 각형강관 단주를 대상으로 일축 압축실험을 실시하여 압축내력 및 변형능력에 주는 영향을 파악하고, 국내의 건축구조기준의 기준식을 검증하여 차후 수정 및 보완에 필요한 자료를 제공하는데 있다. 실험에서 강관은 냉간가공으로 제작된 각형강관을 사용하였고, 시험체는 강관의 폭두께비를 변수로 총 26개를 제작하여 중심 압축실험을 실시하였다. 실험결과 콘크리트충전 각형강관 단주의 압축내력과 변위관계 및 파괴모드를 얻었고, 실험결과를 분석하여 콘크리트의 충전효과와 폭두께비의 영향을 파악하였다. 충전된 콘크리트의 압축내력은 일축응력 상태보다 9%정도 증가하였는데, 이것은 차후 건축구조기준에 반영할 필요가 있다. 실험결과를 건축구조기준과 비교한 결과, 냉간가공된 각형강관의 경우 건축구조기준의 콤팩트단면 한계폭두께비 2.26은 다소 과대 평가하고 있기 때문에 수정이 필요하며, 보수적으로 보완한 계수 1.35로 제한하여 보다 더 안정적인 설계식을 제안하였다.