• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 봄 학술발표회 논문집
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• pp.571-576
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• 2001

The objective of this study is to assess seismic damage potential and evaluate structural performance of columns in concrete moment frames. For this purpose the results of 3 former studies are compared. Experimental variables considered in these studies are lap-splice of longitudinal reinforcement, axial load level, longitudinal reinforcement ratio, etc. The columns in 1st story of the building are considered in these studies since the columns in 1st story shall resist largest axial force during an earthquake. Based on test results strength, ductility capacities as well as plastic hinge length are compared and discussed.

• 천문학회지
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• 제19권2호
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• pp.69-89
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• 1986

The global morphology and geometric parameters of 39 barred galaxies are investigated, by using isophote map and isodensity tracings obtained from detailed surface photometry with the Kiso V-band plates. The observed results are as follows: i) There is no strong indication that the ratio of bar length to disk size is correlated with Hubble type, except that the largest bars appear in the SBb galaxies. ii) The mean value of axial ratios of bars is $2.0{\pm}0.4$ and there is a trend that early type galaxies have smaller axial ratios than late type galaxies. iii) About 15% of early type barred galaxies(Sb0-SBb) have triaxial bulges.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2001년도 춘계학술대회 논문집 전기기기 및 에너지변환시스템부문
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• pp.455-458
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• 2001

This paper presents an axial flux permanent magnet synchronous generator with a high power-to-weight ratio, dedicated for small-scale gearless wind power generation plants. For this purpose, a specific design is necessary to meet the imposed requirements. In this paper the design technique for the specifications is presented. The aim of the paper is also to discuss some of the first obtained test results and the involved demagnetizing problem (i.e. short-circuit).

• 연구논문집
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• 통권33호
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• pp.53-65
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• 2003

Electrostatic micro-motors can be divided into three classes: (i) salient type side drive motor, (ii) radial gap type wobble motor, (iii) axial gap type wobble motor. The working mechanism, torque evaluation, fabrication, and operational characteristics of each micro motors are compared. It is proved that axial gap type wobble motor has the bigger generating torque than that of the other type. The gear ratio of wobble motors increases the driving torque at the cost of a decreasing angular speed and decreases the friction because of the rolling motion instead of sliding at the bearing. Techniques for characterizing micro-motors performance are presented.

• Steel and Composite Structures
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• 제49권6호
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• pp.615-631
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• 2023

To investigate the seismic behavior of steel slag self-stressing concrete-filled circular steel tubular (SSSCFCST) columns, 14 specimens were designed, namely, 10 SSSCFCST columns and four ordinary steel slag (SS) concrete (SSC)-filled circular steel tubular (SSCFCST) columns. Comparative tests were conducted under low reversed cyclic loading considering various parameters, such as the axial compression ratio, diameter-thickness ratio, shear-span ratio, and expansion ratio of SSC. The failure process of the specimens was observed, and hysteretic and skeleton curves were obtained. Next, the influence of these parameters on the hysteretic behavior of the SSSCFCST columns was analyzed. The self stress of SS considerably increased the bearing capacity and ductility of the specimens. Results indicated that specimens with a shear-span ratio of 1.83 exhibited compression bending failure, whereas those with shear-span ratios of 0.91 or 1.37 exhibited drum-shaped cracking failure. However, shear-bond failure occurred in the nonloading direction. The stiffness of the falling section of the specimens decreased with increasing shear-span ratio. The hysteretic curves exhibited a weak pinch phenomenon, and their shapes evolved from a full shuttle shape to a bow shape during loading. The skeleton curves of the specimens were nearly complete, progressing through elastic, elastoplastic, and plastic stages. Based on the experimental study and considering the effects of the SSC expansion rate, shear-span ratio, diameter-thickness ratio, and axial compression ratio on the seismic behavior, a peak displacement coefficient of 0.91 was introduced through regression analysis. A simplified method for calculating load-displacement skeleton curves was proposed and loading and unloading rules for SSSCFCST columns were provided. The load-displacement restorative force model of the specimens was established. These findings can serve as a guide for further research and practical application of SSSCFCST columns.

• 한국지반공학회논문집
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• 제30권5호
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• pp.67-75
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• 2014

본 연구에서는 벤더엘리먼트가 장착된 삼축시험장비를 이용하여 모래에 대한 일련의 압밀배수시험을 수행하여 응력, 변형률, 그리고 전단파속도를 측정하였으며 이로부터 전단강도와 포아송비의 특성을 분석하였다. 분석 결과, 전단파속도로부터 계산된 최대전단탄성계수와 파괴시의 축응력과 반경방향 응력의 합으로 정의되는 유효수직응력과는 고유한 상관관계가 존재하는 것으로 나타났다. 도출된 경험식은 전단파속도와 전단강도 그리고 마찰각간의 상관관계를 나타내므로 매우 유용하다고 판단된다. 나아가 본 연구에서는 측정된 축변형률과 체적변형률로부터 모래의 포아송비를 측정하였다. 포아송비는 변형률과 체적변화에 큰 영향을 받으며 0.15~0.6까지 변형률에 따라서 크게 증가하는 것으로 나타났다. 특히 0.2% 미만의 축변형률에서는 대략 0.25~0.4으로 기존 문헌에서 제시된 0.3~0.35를 크게 벗어나지 않지만 1% 이상의 변형률에서는 0.5~0.6으로 문헌에서 제시된 값은 포아송비를 크게 과소예측하는 것으로 나타났다.

• 콘크리트학회논문집
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• 제20권2호
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• pp.221-229
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• 2008

와이어로프와 T형 강판을 이용한 개선된 비부착형 기둥보강 공법이 개발되었다. 제시된 절차에 따라 보강된 기둥 8개와 동일한 조건의 무보강 기둥 1개가 중심 축하중 하에서 실험되었다. 주요 변수는 와이어로프 체적비와 T 강판의 플랜지 폭 및 배치 형상이다. 실험된 기둥의 축하중 내력과 연성비는 각각 ACI 318-05의 예측값과 Chung et al.에 의해 수행된 일반 띠기둥의 실험 결과와 비교되었다. 게다가 와이어로프와 T 강판으로 구속된 콘크리트의 응력-변형률 관계를 평가하기 위한 모델이 제시되었다. 실험 결과로부터 기둥의 축하중 내력과 연성은 와이어로프의 체적비와 T 강판의 플랜지 폭의 증가와 함께 증가하였다. 특히 동일 횡보강근 지수에서 와이어로프 체적비가 0.0039 이상일 때 보강된 기둥의 연성비는 띠철근 기둥에 비해 현저히 높았다. 개발된 보강기술에 의해 구속된 콘크리트의 응력-변형률 관계 모델이 제시되었다. 예측된 응력-변형률 관계는 실험 결과와 잘 일치하였다.

• ETRI Journal
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• 제32권2호
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• pp.312-318
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• 2010

A small reconfigurable patch antenna is proposed to achieve polarization diversity for digital multimedia broadcasting systems at 2.6 GHz. To obtain polarization diversity, a pair of on-slit PIN diodes is inserted in each diagonal of a cross-shaped patch. Thus, four PIN-diodes on these slits are utilized to change the connection of the slits and thus achieve polarization. Bias circuits for the diodes are allocated in the cutting corner of the cross-shaped patch to minimize the antenna size. The antenna produces left-hand circular polarization, right-hand circular polarization, or linear polarization, depending on the PIN-diode status. Analysis of circular polarization operation is explicated. Measurements show a gain of about 1.5 dB, a cross polarization of about -20 dB, and an axial ratio of about 2.5 dB.

• 한국전자파학회논문지
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• 제12권2호
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• pp.217-226
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• 2001

GPS/GLONASS 통합 수신기에서 사용 할 수 있도록 광대역 원편파 특성을 나타내면, 개인 휴대 및 차량용으로도 사용하기 적합한 작은 크기의 세라믹 유전체 패치 안테나를 설계, 제작하였다. 소형화를 위하여 높은 비유전율을 갖는 세라믹 유전체를 이용하였으며, 90。 위상차의 이중 급전 구조를 사용하여 광대역 특성을 구현하고, 또한 원하는 대역에서 낮은 축비를 구현하였다. 제작된 안테나는 -15 dB 대역폭 242 MHz, 축비 3 dB 이하 112。이상의 넓은 반전력 빔폭을 나타내면, GPS 및 GLONASS 신호를 동시에 수신하기 위한 안테나의 특성을 만족하였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 봄 학술발표회논문집(II)
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• pp.493-498
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• 1998

An experimental investigation was conducted to examine the behavior of high-strength concrete R/C columns subjected to moment, shear and axial load. The test parameters of specimens were the compressive strength of concrete(f'c=250, 516, 600kg/ ㎠), space of lateral reinforcement (20, 30, 37cm) and lateral reinforcement ratio(ρs=2.1, 3.15%). Test results indicated that compressive strength of concrete and lateral reinforcement can significantly affect and alter the behavior of column under inelastic cyclic loadings. Despite of the defaults of high-strength concrete, with increased amount of lateral reinforcement ratio to core concrete and added sub-lateral reinforcement, ductility and strength of RC columns used high-strength concrete can secured.