• 제목/요약/키워드: assumed situation

검색결과 211건 처리시간 0.032초

선호의식데이타에 의한 교통수단선택 모델의 특성 (The Characteristics of Mode Choice Model by Stated Preference Data)

  • 이진우
    • 대한교통학회지
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    • 제13권4호
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    • pp.31-45
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    • 1995
  • In recent year, especially in the mode choice analysis, it has been perceived that the importance of individual performance data using stated preference(SP) experiments as well as revealed preference data . Since SP experiments present respondent with various hypothetical alternatives, which are produced by a combination of a number of different attribute levels, and ask them to indicate a preference, it is possible to analyze travel behavior under a situation of potential environment change such as proposed alternative mode of transportation. The basic problems, however, remains that SP are not consistent with the actual travel behaviors and the research reports for stability of mode choice model using SP data has not been sufficient. Under this background, this study is to examine the characteristics of mode choice model using the SP data by the following items. $\circled1$ Analysis of factors affecting the mode choice behavior by the variance analysis of orthogonal-arrays-table $\circled2$ The reliability of SP data by transfer intention data $\circled3$ The stability of SP responses obtained from repetitive question by the comparison of model coefficient specified by each repetitive data. $\circled4$ The stability of ranking data in mode choice model For the analysis, we assumed subway operations in the Gwang-Ju , and set up a choice-set of hypothetical options based on Experimental Design Method.

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Aerostatic load on the deck of cable-stayed bridge in erection stage under skew wind

  • Li, Shaopeng;Li, Mingshui;Zeng, Jiadong;Liao, Haili
    • Wind and Structures
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    • 제22권1호
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    • pp.43-63
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    • 2016
  • In conventional buffeting theory, it is assumed that the aerostatic coefficients along a bridge deck follow the strip assumption. The validity of this assumption is suspect for a cable-stayed bridge in the construction stages, due to the effect of significant aerodynamic interference from the pylon. This situation may be aggravated in skew winds. Therefore, the most adverse buffeting usually occurs when the wind is not normal to bridge axis, which indicates the invalidity of the traditional "cosine rule". In order to refine the studies of static wind load on the deck of cable-stayed bridge under skew wind during its most adverse construction stage, a full bridge 'aero-stiff' model technique was used to identify the aerostatic loads on each deck segment, in smooth oncoming flow, with various yaw angles. The results show that the shelter effect of the pylon may not be ignored, and can amplify the aerostatic loading on the bridge deck under skew winds ($10^{\circ}-30^{\circ}$) with certain wind attack angles, and consequently results in the "cosine rule" becoming invalid for the buffeting estimation of cable-stayed bridge during erection for these wind directions.

Performance of DCSK under the Coexistence of non-Chaotic Transmit Reference System

  • ;곽경섭
    • 한국통신학회논문지
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    • 제32권11A호
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    • pp.1138-1145
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    • 2007
  • In wireless communications, chaotic communications have been a field of interest due to its low complexity in hardware implementation and low power consumption in chaotic signal generation. Among the modulation schemes using the chaotic signal, Differential Chaos Shift Keying (DCSK) is a robust non coherent technique. As in the conventional communication systems, chaos-based systems are required to provide reasonable bit error performance in the presence of a narrow-band signal coming from any other systems. The frequency band of this foreign narrow band signal may lie within the bandwidth of the chaos-based systems. This situation may occur when chaotic signal transmission is done in the presence of other conventional communication system. This paper has evaluated the performance of the non coherent differential chaos shift keying (DCSK) system under the presence of conventional non-chaotic transmit reference system. Both systems are assumed to have same data rates. The mathematical expressions for the bit error rate (BER) are derived with computer simulations to verify the analytical results.

방송채널에서 이종 통신시스템간 간섭의 영향 분석 (Analysis on Effect of Interference between Different Communication Systems in Broadcasting Channel)

  • 김인환;백흥기;조주필
    • 대한전자공학회논문지TC
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    • 제48권10호
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    • pp.7-12
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    • 2011
  • TV방송대역에서 와이브로와 무선랜간의 주파수 간섭에 따른 영향이 본 논문에서 고려되었다. 단, 각 시스템의 사용 주파수는 동일채널내에서 동작된 것으로 가정하였다. 동일채널 간섭에 있어서 와이브로 이동단말기의 최대 송신출력을 25 dBm으로 제한하는 경우 WiBro 이동단말과 무선랜 단말간 최소한 210 m의 이격거리가 요구되었다. 본 분석 결과는 TV 방송대역에서 와이브로와 무선랜을 동시에 사용하기 위한 주파수 처리 기법에 있어서 적합한 참고 및 기준으로 사용될 것이다.

연약지반상의 토목섬유보강제방의 설계도표개발에 관한 연구 (A Study on Development of Design Chart for Geotextile-reinorced Embankments on Soft Foundations)

  • 서인식;허노영
    • 한국지반공학회지:지반
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    • 제14권5호
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    • pp.173-180
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    • 1998
  • 본 논문은 연약한 기초지반위의 토목섬유 보강제방의 2차원 안정해석을 위한 설계도표를 제시한다. 반복계산을 수행하기 위하여 보강제방의 요구되어지는 안전율에 필요한 보강재의 인장력을 산정하는 프로그램이 개발되었으며, 이 프로그램은 여러개의 토층과 토질로 이루어진 상황에도 사용될 수 있다. 도식화된 단면에 대하여 많은 계산결과들이 만들어 졌으며, 그 결과들로서 설계도 I를 만들었으며, 정적인 경우와 지진하중을 고려할 경우에도 적용시킬 수 있다. 예비설계단계에서 이러한 도표들을 이용하여 보강제방에 대한 비교적 정확한 보강재의 인장력을 근사적으로 구할 수 있으며, 실시설계단계에서는 개발된 프로그램에 의하여 정확한 결과를 산정할 수 있다.

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Seismic analysis of frame-strap footing-nonlinear soil system to study column forces

  • Garg, Vivek;Hora, Manjeet S.
    • Structural Engineering and Mechanics
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    • 제46권5호
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    • pp.645-672
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    • 2013
  • The differential settlements and rotations among footings cannot be avoided when the frame-footing-soil system is subjected to seismic/dynamic loading. Also, there may be a situation where column(s) of a building are located near adjoining property line causes eccentric loading on foundation system. The strap beams may be provided to control the rotation of the footings within permissible limits caused due to such eccentric loading. In the present work, the seismic interaction analysis of a three-bay three-storey, space frame-footing-strap beam-soil system is carried out to investigate the interaction behavior using finite element software (ANSYS). The RCC structure and their foundation are assumed to behave in linear manner while the supporting soil mass is treated as nonlinear elastic material. The seismic interaction analyses of space frame-isolated footing-soil and space frame-strap footing-soil systems are carried out to evaluate the forces in the columns. The results indicate that the bending moments of very high magnitude are induced at column bases resting on eccentric footing of frame-isolated footing-soil interaction system. However, use of strap beams controls these moments quite effectively. The soil-structure interaction effect causes significant redistribution of column forces compared to non-interaction analysis. The axial forces in the columns are distributed more uniformly when the interaction effects are considered in the analysis.

MMORPG의 버전업 전략을 통한 이용자 유지: 시뮬레이션 기법을 활용한 업데이트와 CRM전략 분석 (Simulation Analysis of Version Up Strategy for Holding Online Game Customers through Update and CRM)

  • 노태우;백수정;이상근
    • 한국정보시스템학회지:정보시스템연구
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    • 제17권4호
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    • pp.281-299
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    • 2008
  • An online game is popular topic due to the increased total online game market volume nowadays. Even though many studies on an online game are released, most studies have used survey method that reveal only section of the situation like a snapshot. For this reason, previous studies have a little limitation that does not show dynamically changing issues like a product life cycle and change in customer's satisfaction. Because of this, we researched on an online game with the system dynamic model which can show dynamic simulation to analysis time series data. We chose MMORPG (Massively Multi-play Online Role Playing Game) in sort of an online game because it has many absorbing factors and enthusiastic users. We assumed that the game developer is ready for updated version game and release that periodically and focused on dormant users who used to be enthusiastic about MMORPG and designed simulation model which analyze how to influence of update and CRM strategy on users. The simulation results showed that the update has positive influences to gather new users and hold established users and CRM strategies help to prevent dormant users from transferring to rivals to offer them re-absorbing factors. Through this study, we confirmed importance of update on a online game and suggested the necessity to introduce CRM strategy in an online game market.

Abyssal Circulation Driven by a Periodic Impulsive Source in a Small Basin with Steep Bottom Slope with Implications to the East Sea

  • Seung, Young-Ho
    • Ocean and Polar Research
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    • 제34권3호
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    • pp.287-296
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    • 2012
  • In the theory of source-driven abyssal circulation, the forcing is usually assumed to be steady source (deep-water formation). In many cases, however, the deep-water formation occurs instantaneously and it is not clear whether the theory can be applied well in this case. An attempt is made to resolve this problem by using a simple reduced gravity model. The model basin has large depth change compared for its size, like the East Sea, such that isobaths nearly coincide with geostrophic contours. Deep-water is formed every year impulsively and flows into the model basin through the boundary. It is found that the circulation driven by the impulsive source is generally the same as that driven by a steady source except that the former has a seasonal fluctuation associated with unsteadiness of forcing. The magnitudes of both the annual average and seasonal fluctuations increase with the rate of deep-water formation. The problem can be approximated to that of linear diffusion of momentum with boundary flux, which well demonstrates the essential feature of abyssal circulation spun-up by periodic impulsive source. Although the model greatly idealizes the real situation, it suggests that abyssal circulation can be driven by a periodic impulsive source in the East Sea.

Geotelrtile 보강사면의 안정도표개발에 관한 연구 (A Study on the Development of Stability Charts for Reinforced Embankments by Geotextile)

  • 서인식
    • 한국지반공학회지:지반
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    • 제13권4호
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    • pp.67-74
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    • 1997
  • 본 논문은 연약한 기초지반 위의 토목섬유 보강제방의 2차원 안정해석을 산정하는 결정론적 모델을 제시한다. 본 연구에서 가능파괴면은 대수나선으로 가정되었다. 반복계산을 수행하기 위하여 보강제방의 정하여진 안전율에 필요한 보강재의 인장력을 산정하는 프로그램이 개발되었으며, 이 프로그램은 여러개의 토층과 토질로 이루어진 상황에서도 사용될 수 있다. 도식화된 단면에 대하여 많은 계산결과들이 만들어 졌으며, 그 결과들로서 안정도표를 만들었으며, 이것은 가능파괴면을 원호로 가정한 결과들과 비교되어진다. 예비설계단계에서 이러한 도표들을 이용하여 보강사면에 대한 비교적 정확한 안전율을 근사적으로 구할 수 있으며, 실시설계단계에서는 개발된 프로그램에 의하여 정확한 결과를 산정할 수 있다.

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감정적 경험에 의존하는 정서 기억 메커니즘 (Emotional Memory Mechanism Depending on Emotional Experience)

  • 여지혜;함준석;고일주
    • 디지털산업정보학회논문지
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    • 제5권4호
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    • pp.169-177
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    • 2009
  • In come cases, people differently respond on the same joke or thoughtless behavior - sometimes like it and laugh, another time feel annoyed or angry. This fact is explained that experiences which we had in the past are remembered by emotional memory, so they cause different responses. When people face similar situation or feel similar emotion, they evoke the emotion experienced in the past and the emotional memory affects current emotion. This paper suggested the mechanism of the emotional memory using SOM through the similarity between the emotional memory and SOM learning algorithm. It was assumed that the mechanism of the emotional memory has also the characteristics of association memory, long-term memory and short-term memory in its process of remembering emotional experience, which are known as the characteristics of the process of remembering factual experience. And then these characteristics were applied. The mechanism of the emotional memory designed like this was applied to toy hammer game and I measured the change in the power of toy hammer caused by differently responding on the same stimulus. The mechanism of the emotional memory suggest in above is expected to apply to the fields of game, robot engineering, because the mechanism can express various emotions on the same stimulus.