• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.6A
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• pp.955-963
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• 2006

As the geometrical characteristic of the curved bridge, the seismic response of curved bridges are different from straight bridges. This study analyzed the seismic response of the curved bridges considering diverse factors such as radius of curvature, direction of seismic load and support condition. The improved simple modeling of the curved bridge for seismic analysis is proposed, and it is compared with the detail modeling in order to verify the simple modeling. Three simply supported curved bridges and six 3-span continuous bridges are selected for seismic analysis. The behavior of curved bridges are evaluated in terms of the displacement and the force at supports and piers under seismic load applied in various directions. The results of this study show that upward reaction force may appear in simply supported curved bridge under seismic load. And continuous curved bridges are affected by the direction of the seismic load.

• Proceedings of the Korean Statistical Society Conference
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• 2004.11a
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• pp.49-54
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• 2004

본 연구에서는 표본 농가의 교체나 무응답으로 인한 데이터의 손실을 최소화하기 위하여 핫덱방법을 적용할 때 필요한 무응답 대체군 형성 방안을 제안하였다. 농가경제조사의 무응답 현황과 특성을 살펴보고, 대체군 형성 방안들을 비교할 수 있는 측도를 제안하였다. 제안된 비교 측도를 이용해서 대체군 형성 방안들을 비교하였다.

• Annual Conference on Human and Language Technology
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• 2014.10a
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• pp.119-121
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• 2014

커뮤니티 질의응답 시스템(cQA)은 기존에 구축된 '질문-답' 쌍에서 사용자의 질문과 비교하여 유사도 순으로 결과를 보여주는 시스템이다. 본 논문에서는 '국립국어원'의 질의응답 게시판에 적용 가능한 '커뮤니티 질의응답 시스템'을 소개하고, 국립국어원 질의응답 게시판의 질문 특성을 분석하여 cQA의 성능 향상을 위한 자질 추출 방법을 제시한다.

• Proceedings of the Korea Water Resources Association Conference
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• 2004.05b
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• pp.1042-1046
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• 2004

본 연구는 국내 실무에서 사용되고 있는 유역응답시간 산정식의 적용성을 검토하기 위하여 기존의 8개의 도달시간 산정식과 6개의 지체시간 산정식을 유역면적이 $50\~500km^2$인 중규모유역에 적용하였으며, 실측수문 자료로부터 두가지 정의에 의해 산정한 도달시간과 지체시간을 비교, 검토하였다. 기존의 도달시간 산정식에 의한 도달시간은 실측 도달시간에 비해 모든 대상유역에서 과소한 값을 나타내었으며, 지체시간 산정식의 경우 Clark 공식과 SCS 공식은 모든 대상유역에서 과소한 값을 나타내었고 Snyder 공식, Linsley 공식, Eagleson 공식, Rao와 Delleur 공식은 대상유역에 따라 과다 또는 과소한 경향을 나타내었다. 따라서 실측수문자료에서 산정된 유역응답시간과 기존의 산정식에서 결정된 값들이 상이하게 나타나 중규모유역에서 기존의 유역응답 시간 산정식의 적용성이 떨어진다고 판단되었다. 대상유역에서 적합한 유역응답시간 공식을 유도하기 위하여 유역응답시간과 유역특성인자간의 회귀분석을 실시하였으며, 국내 중규모유역에서 적용할 수 있는 도달시간과 지체시간 산정식을 제안하였다.

• Journal of the Korean Society of Propulsion Engineers
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• v.13 no.1
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• pp.19-26
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• 2009

The response characteristics of $H_2O_2$ monopropellant thrusters at a pulse mode were presented in this paper. A catalyst bed was fixed to $MnO_2$/$Al_2O_3$ to investigate the thruster design effect to response time. Three different thrusters (50 N class) having different injectors, ullage volumes, catalyst grain sizes, and reactor volumes were prepared to investigate the response characteristics. As a result, the ignition delay, pressure rising and tail-off time of case 2-2 thruster with 16-20 mesh catalyst size were 14, 108, 94 ms respectively, which were comparable to requirement of response time at commercial hydrazine thrusters.

• Journal of the Korean Society of Fisheries and Ocean Technology
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• v.38 no.3
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• pp.226-233
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• 2002

In the field of research of sea keeping quality, much development has been made in recent years using the method of calculation based on the strip theory. It is very important to investigate the hull response of a fishing vessel in waves to ensure the safe navigation and fishing operation in rough seas by preserving excellent sea keeping qualities. For this purpose, the author measured various responses of three fishing vessels in waves using real sea experimental measuring system and analyzed the experimental data The results obtained can be summarized as follow. 1. The amplitudes of pitching motion in the experiments appeared low values with more than one peak occasionally in following sea and quartering sea, and the band width of those was found to be wide relatively. 2. The amplitudes of rolling motion in the experiments appeared high values with only one peak in following sea and quartering sea regardless of ship's tonnage, and the band width of those was found to be narrow relatively. 3. The comparisions of theoretical results with those of experiments for the pitching motions and rolling motion in following sea and quartering sea show that the theoretical values are higher slightly than those of experiments in both directions and the period at which the peak appears in the calculations and the experiments has good agreement approximately 4. The calculated responses of two vessels under a assumed wave of 2.2m height and 5.0sec period showed that the response of pitching motion of ship-A are 2.2 times bigger than those of ship-C in following sea and quartering sea, and the response of rolling motion of ship-A is 4.2 times bigger than that of ship-C in quartering sea.

• Proceedings of the Acoustical Society of Korea Conference
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• autumn
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• pp.223-226
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• 1999

인공 잔향기를 구현하는데 있어서, 잔향 시스템의 안정도 및 시간-주파수 응답을 용이하게 제어하기 위하여 일반 FDN's(Feedback Delay Networks)에서의 귀환 행렬인 unitary 행렬를 circulant 행렬로 사용한 CFDN's가 최근에 제안되었다. 그러나, 이 구조는 주파수 응답의 평탄도가 낮고, 영점들의 위치를 조절하기 어렵다는 문제점이 있다. 따라서, 본 연구에서는 CFDN's의 시간응답 특성을 최대한 유지하면서 주파수 응답 특성을 개선하기 위하여, 일반 귀환 필터의 귀환부에 직접경로가 없는 CFDN's를 적용한 MCFDN's(Modified CFDN's) 에 관하여 고찰하고, 이 시스템의 특성을 결정하는 특성 파라미터의 최적화에 대하여 고찰하고자 한다.

• Journal of Convergence for Information Technology
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• v.11 no.3
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• pp.132-139
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• 2021

The response characteristics of the forced vibration generated when the high-damped vehicle pass the bumped barrier was studied, and in particular, the response behavior of displacement, velocity and acceleration was analyzed for the forced vibration model. In addition, in order to obtain responses such as displacement, velocity, and acceleration, a numerical analysis technique of the Runge-Kutta-Gill method was performed in time domain. The response was successfully obtained in detail under several high damping conditions. As a numerical analysis result, the response of the vehicle was obtained by considering the vehicle body to which the impulse impact was applied. Also, the analysis result was compared with the experimental result in order to verify the validity of vehicle model. The amplitude and natural frequency of the vehicle were considered and analyzed. The Nyquist diagram of the vehicle model was also obtained and the relationship could be analyzed. And the vibration response was analyzed on different mass, damping and stiffness.

• Proceedings of the Korean Nuclear Society Conference
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• 1995.05b
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• pp.993-998
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• 1995

본 연구는 국제공동연구로 수행중인 Hualien 대형내진모델시험사업중 모델구조물에 대한 지진 응답 예측해석(blind prediction analysis)에 관한 것이다. 이 해석은 축대칭 무한요소를 이용하여 개발한 전산프로그램 KIESSI와 유연체적법에 의한 전산프로그램 SASSI를 이용하여 수행하였으며, 구조물 및 지반 특성은 뒷채움이 완료된 모델구조물에 대한 통일모델과 예측 후 상관해석 결과를 사용하였다. 그 결과 지진응답 예측해석 결과는 계측된 지진응답과 비교적 잘 일치하였으나 더 좋은 해석결과를 얻기 위해서는 구조물 및 지반 특성을 좀 더 수정할 필요가 있음을 알 수 있었다.

• Computational Structural Engineering
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• v.10 no.3
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• pp.125-131
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• 1997

Most dynamic systems have are known to various random properties in excitation and system parameters. In this paper, a procedure for response analysis is proposed for the linear dynamic system with random properties in both excitation and system parameters. The system parameters and responses with random properties are modeled by perturbation technique, and then response analysis is formulated by probabilistic and vibration theories. And probabilistic FEM is also used for the calculation of mean response which is difficult by the proposed response model. As an applicative example, the transient response is considered for systems of single degree of freedom with random mass and spring constant subjected to stationary white-noise excitation and the results are compared to those of numerical simulation.