• 소음진동
• /
• 제4권4호
• /
• pp.469-478
• /
• 1994

This paper desfcribes the formulation for the analysis of the free vibration of a circular cylindrical shell with elastic supports by the transfer influence coefficient method. This method was developed on the base of the concept of the successive transmission of dynamic influence coefficients. The analysis algorithm for circular cylindrical shell elastically restrained by springs, which plays an important role in many industrial fields, is discussed. The supporting springs have the axial, circumferential, radial and rotational spring constants uniformly distributed along the circumference of the shell. The simple computational results on a personal computer demonstrate the validity of the present method, that is, the numerical high accuracy, the high speed analysis method and the flexibility for programming, compared with results of the transfer matrixmethod and reference. We also confirmed that the present algorithm could obtain the solutions of high accuracy for system with a number of intermediate rigid supports. And we could easily treat the intermediate support and all boundary conditions by adequately varying the values of spring constants.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2014년도 추계학술대회 논문집
• /
• pp.402-403
• /
• 2014

Damping of multi-span tube with loose supports according to the finite support clearances is investigated through the experimental modal analysis. Loose intermediate support leads to strong nonlinearity in tube dynamics, provides statistical nature, and increases tube damping through impacting and friction at the supports. Fraction of critical damping was estimated by the modal curve fitting to parameter estimation from the measured frequency response functions. Magnitude of random excitation force, which can reproduce the in-situ excitation in operating environment, was maintained as constant value with a fine tolerance during vibration testing. Range of input force was carefully selected to cover from the low magnitude excitation for linearly behaved tube motion to high magnitude of force for nonlinearly-behaved tube motion. Estimated critical damping ratio shows scatters in data and tends to increase as the magnitude of rising force and decrease with upward frequency variation. Larger size of support gap increases multi-span tube damping for high magnitude of excitation.

• 아동학회지
• /
• 제38권1호
• /
• pp.95-116
• /
• 2017

Objective: Middle school girls who belonged to the concerned group in their school assessment were treated by sandplay for relieving their emotional and behavioral difficulties. The purpose of this study was to explore the change of the internal world of the girls through sandplay. Methods: Analytical psychology and sandplay theories were used for this exploration, especially Turner's (2005) content themes in sandplay. The participants were four first-grade girls. Pre-test measures, a 12-session sandplay program, and post-test measures were administered. Results: For the first girl, the initial phase was 1-6 (time trip), the intermediate phase was 7-9 (seeking for an inner island), and the final phase was 10-12 (seeking for a real stone). For the second girl, the initial phase was 1-5 (my heart was like cold weather), the intermediate phase was 6-10 (fallen, sick, and risen), and the final phase was 11-12 (trophy given to me). For the third girl, the initial phase was 1-5 (seeking for oasis), the intermediate phase was 6-10 (difficult trip for climbing with camel), and the final phase was 11-12 (discovering oasis). For the fourth girl, the initial phase was 1-3 (an island drowning shortly ), the intermediate phase was 4-10 (my unknowable mind), and the final phase was 11-12 (a tree growing well). Conclusion: This study showed psychological phenomena in the sandplay of four girls such as opposites and the union of masculinity and femininity as they explored their own identity. Drawing tests and counselling objects indicated positive changes; thus, these findings support the effectiveness of sandplay therapy for transforming the psyche of middle school girls.

• 한국전자통신학회논문지
• /
• 제16권5호
• /
• pp.825-834
• /
• 2021

다양한 디바이스와 인터넷 플랫폼의 발달로 콘텐츠에 대한 생산과 수요가 급증하고 있다. 하지만 현재 TCP/IP 체계에서는 기하급수적으로 증가하는 데이터 사용에 대해 효율적인 대처가 어려운 실정이다. 이에 따라, CCN이라는 대안이 등장하면서 호스트 중심에서 콘텐츠 중심으로 데이터를 송수신하면서 좀 더 경감된 네트워크 자원으로 대용량 콘텐츠를 다룰 수 있게 되었다. 이번 논문에서는 CCN에서 연구되는 분야 중의 하나인 중간노드 이동성에 대해서 다룰 것이다. CCN에서 실시간 서비스는 정보제공자뿐만 아니라 정보요청자에게도 매우 중요한 요소이다. 그러나 노드 이탈 상황이 발생하면 패킷 전송량과 전송속도 저하가 발생하게 된다. 그래서 위와 같은 수치를 보장하기 위해 이중 경로를 이용하여 중간노드가 이탈하더라도 대체 경로를 이용해 완벽한 QoS(: Quality of Service)를 제공한다.

• 한국콘텐츠학회논문지
• /
• 제12권11호
• /
• pp.145-154
• /
• 2012

이 연구는 무용지도자의 교육지원과 지도자신뢰 및 무용애착도에 미치는 영향을 규명하는데 목적이 있다. 연구의 대상은 서울 경기 대전 충남지역에 소재한 무용학과 중 한 지역에서 1개교씩 선정하였다. 표본추출방법은 유의표본추출법으로 총 276부의 자료 중 262부가 최종분석에 사용되었다. 자료처리 방법은 SPSSWIN 18.0을 이용하여 요인분석과 신뢰도분석, 다중회귀분석, 경로분석 등의 통계기법이 활용되었다. 그 결과는 다음과 같다. 첫째, 무용지도자의 교육지원은 지도자신뢰에 영향을 미친다. 둘째, 무용지도자의 교육지원은 무용애착도에 부분적으로 영향을 미친다. 셋째, 지도자신뢰는 무용애착도에 영향을 미친다. 넷째, 무용지도자의 교육지원은 지도자신뢰를 통해서 무용애착도에 영향을 미친다. 특히, 무용지도자의 교육지원이 무용애착도에 미치는 영향보다 무용교육지원이 지도자신뢰를 통하면 무용애착도에 더 큰 영향을 미친다. 즉 지도자신뢰는 무용교육지원과 무용애착도를 매개하는 중요한 변수임을 알 수 있다.

• 한국경영정보학회:학술대회논문집
• /
• 한국경영정보학회 2007년도 추계학술대회
• /
• pp.377-382
• /
• 2007

To transform the enterprise system into the 'Real Time Enterprise' with respect to IT, I suggest the conceptual application model which is composed of pieces(components) extracted from different packaged applications working in a heterogeneous environment based on the 'business activity' in other words, business services provided by internal (inter-enterprise) and external (extended enterprise) application to support a business activity within in an enterprise and the design mechanism focusing service tier which acts as intermediate tier within application architecture.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2000년도 가을 학술발표회논문집(I)
• /
• pp.623-628
• /
• 2000

In this paper, the behavior for transfer girder of the upper-wall and lower-frame structures was studied by the nonlinear finite element analysis. It was analyzed and compared with the experimental results. Analysis results showed that failure modes were progressed by a initial diagonal crack in the shear span between the edges of the load and intermediate support plate. The nonlinear finite element analysis could predict deformation, principal stress, ultimate load and concrete crack. Also analysis results showed good agreement the test results.

• Journal of Mechanical Science and Technology
• /
• 제19권9호
• /
• pp.1753-1760
• /
• 2005

The pseudo spectral method is applied to the free vibration analysis of double-span Timoshenko beams. The analysis is based on the Chebyshev polynomials. Each section of the double-span beam has its own basis functions, and the continuity conditions at the intermediate support as well as the boundary conditions are treated separately as the constraints of the basis functions. Natural frequencies are provided for different thickness-to-length ratios and for different span ratios, which agree with those of Euler-Bernoulli beams when the thickness-to-length ratio is small but deviate considerably as the thickness-to-length ratio grows larger.

• 가정과삶의질연구
• /
• 제20권4호
• /
• pp.149-164
• /
• 2002

The purpose of this study was to identify the types of social networks of urban housewives according to different network composition patterns and to analyze the structural and functional characteristics of identified types. The data used in this study were collected from 589 full-time housewives residing in Taejeon city. The major findings are as follows: 1) The social networks of housewives in urban nuclear families were classified into eight types: the kin network, the non-kin network, the kin-centered network, the friend-centered network, the neighbor-centered network, the associate-centered network, the parallel network, and the decentralized network. 2) The structual characteristics (size, density, homogeneity, duration, proximity, frequency, closeness, direction) varied according to the type. The kin network type and the non-kin network type showed extreme degrees in network characteristics. The parallel network type and the decentralized network type showed an average level of network characteristics. The kin-, friend-, neighbor-, and the associate-centered types showed network characteristics of an intermediate level between the single-category types and the decentralized type. 3) The average levels of function of social network types were different in only two(service support, interference) of the six function areas(emotional support, service support, material support, information support, social companionship support, interference). The average level of service support by the non-kin network type was higher than other types. The average level of interference by the kin-centered network type was higher than other types, and that of the neighbor-centered network type was lower than other types. On the other hand, the total amount of function performance of social network types was different in all function areas. The total amount of social support given by the decentralized network type was greater than the other types. The total amount of interference given by the non-kin network type was smaller than the other types.

• 지질공학
• /
• 제5권2호
• /
• pp.167-179
• /
• 1995

서울 지하철 8호선 설계시는 지보형식 설정을 위한 정량적 기준으로 RQD,N치 및 탄성계수의 3가지 요소들만이 사용되었다. 이러한 요소들로 얻어진 지보형식은 지질이나 불연속면의 방향성, 불연속면의 특성을 정량화 하지 못하였기 때문에 지보형식의 결정 및 안정성에 문제가 있었다. 따라서 보다 많은 정량적인 요소들을 포함시키고 경제적인 지보형식을 결정하기 위해 8호선 성남구간을 선택하여 총 1745개소에서 RMR에 의한 암반분류와 374개소에서 Q-system에 의한 암반분류를 실시 하였으며, 이들에 의해 구해진 지보형식과 8호선 설계시의 표준지보형식을 비교검토하였으며, 또한 지질, 지질구조 및 지형에 따른 암반평점과의 관계를 검토하였다. 지보형식을 비교 검토한 결과 PD-4혹은 PS-4로 설계된 표준지보형식은 4-6개의 지보형식으로 세분되어져야 하며 암반평점은 단층 및 절리와 같은 지질구조가 발달된 곳과 계곡부가 대체로 암반평점이 낮고 굴착심도가 깊은 산악지역은 높으며 상록구간은 이들의 중간정도의 양상을 보인다.