• 제목/요약/키워드: Field behavior

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3D 행동 유도장 기반 대규모 에이전트 행동 시뮬레이션 (3D Affordance Field based Crowd Agent Behavior Simulation)

  • 옥수열;한명우;이석환
    • 한국멀티미디어학회논문지
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    • 제24권5호
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    • pp.629-641
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    • 2021
  • Crowd behavior simulations have been studied to further accelerated and refined by parallelism by inducing agent-interacting forces into the image field representing the forces of attraction and repulsion. However, it was difficult to consider rapidly changing environments such as fire situations in buildings because texture images must be generated in advance simulation starts and simulations can only be performed in 2D spaces. In this paper, we propose a crowd agent behavior simulation method based on agent's 3D affordance field for flexible agent behavior in variable geomorphological environments in 3D space. The proposed method generates 3D affordance field related to agents and sensors in 3D space and defines the agent behavior in 3D space for the crowd behavior simulation based on an image-inducing field to a 3D space. Experimental results verified that our method enables the development of large-scale crowd behavior simulations that are flexible to various fire evacuation situations in 3D virtual spaces.

건축공사 현장관리자 혁신행동에 영향을 미치는 개인적 요인 (Individual Factors of Influencing the Innovative Behavior of Building Construction Field Managers)

  • 안성훈;발래 마이클 부룬다
    • 한국건축시공학회지
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    • 제15권2호
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    • pp.249-255
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    • 2015
  • 성과향상을 위해서는 현장 조직과 구성원에 대해서도 혁신을 도입해야 한다. 하지만, 일반적으로 건설업은 보수적이며, 현장관리자도 보수적인 특성이 있기 때문에 혁신에 대해 저항이 있다. 따라서 본 연구는 건축공사 현장관리자의 혁신행동에 영향을 미치는 요인을 파악하는 것이 목적이다. 셀프리더십, 피드백추구행동, 직무몰입 중에서 셀프리더십의 행동지향 전략, 직무몰입이 혁신행동과 상관관계가 있는 것으로 파악되었다. 또한 결혼여부, 경력, 직급, 고용형태에 따라서 혁신행동이 차이가 있는 것으로 파악되었다. 본 연구결과는 현장조직의 직무수행관리 체제를 개선시키는데 도움을 줄 수 있을 것으로 기대된다.

치위생(학)과 학생들의 현장실습 전·후에 대한 만족 정도와 실습 후 진로의사 및 행동과의 관계 (Relationship between career decision/ behavior and the pre-/post satisfaction of dental hygiene students in field practice)

  • 성미경;황세현;장경애
    • 한국치위생학회지
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    • 제17권2호
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    • pp.271-281
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    • 2017
  • Objectives: This study was conducted to promote the value of field practice courses by installing an efficient field practice program through understanding the relationship between career decision/ behavior and the pre-/post satisfaction of dental hygiene students in field practice. Methods: The subjects of the study were students in Gyeongnam and Busan majoring in dental hygiene, from which 218 questionnaires were obtained from 23 November 2015 to 30 July 2016. Results: In terms of career decision/ behavior, the post-satisfaction scores in ideas about their major, about whether it was helpful to selecting their speciality and positive impression of dental hygienists, interest and understanding in training course were significantly lower than the pre-satisfaction scores (p<0.05). Relationship between satisfaction in field training and career decision/ behavior following the field training, pre-/post-satisfaction on site-training content (r=0.371, p<0.01), pre-/post satisfaction in training instructions (r=0.267, p<0.01), and pre-/post-satisfaction in the training sites (r=0.436, p<0.01) were all proportionally correlated to the after-training career decision and behavior. Conclusions: It is necessary for training instructors to maintain close relationships with the students in field practice program courses. In advance, it is expected to promote students' satisfaction in field practice and serve as a starting point where students can build self-esteem as a future dental hygienist by positively influencing their career decisions and behaviors.

현장계측사례를 통한 압밀특성 평가 (Assessement of Consolidation Characteristics by Field Instrumentation)

  • 송정락;백승훈;오다영
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 1992년도 가을학술발표회 논문집
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    • pp.121-130
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    • 1992
  • Assessement of comsolidation characteristics of soft soil is very important in the project of soft soil improvement. In the design step, the consolidation characteristics of soil is determined by the laboratory tests (typically oedometer test), generally. But there is big differences between the condition of laboratory test and the condition of field(in situ). the differences results in the considerable difference between the predicted and measured consolidation behavior. This article analyzed the consolidation data of the "SOFT SOIL IMPROVEMENT PROJECT of the 2nd Namdong Industrial Complex at Inchon". The project was improving the road way net work in the 2nd Namdong Industrial Complex by preloading and sand pile method. Field instrumentation was performed at 10 points which consist of pneumatic piezometers, magnetic probe extensometers, inclinometers and electronic dipmeter. The results showed that there is big difference in the laboratory predicted consolidation behavior and field consolidadion behavior. Also there was big difference in the settlement behavior and pore pressure behavior. This article investigated the above factors by comparing the settlement, pore pressure and strength at different conditions.onditions.

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종첩법에 의한 용접잔류응력장에서의 피로크랙전파거동의 고찰 (The study of fatigue crack propagation behavior in the welding residual stress field by superposition method)

  • 송삼홍;김현;배준수
    • 한국정밀공학회지
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    • 제11권4호
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    • pp.47-57
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    • 1994
  • This study investigates the crack propagation behavior to examine the effect of welding residual stress by the superposition method. Especially, as the crack propagation behavior is affected by the applied stress and the stress ratio in compressive residual stress filed, it is studied for three cases as follows; (1) $K_{min}$is smaller than l $K_{r}$l, (2) $K_{min}$ is smaller than l $K_{r}$l in the later stage, (3) $K_{min}$is lager than l $K_{r}$l. The resuslts show that the superposition method is very useful in all the three cases of compressive residual stress field, but is inappropriate in predicting the crack propagation behavior in tensile residual stress field.field.field.

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소형 시뮬레이터를 이용한 차량거동요소별 승차감 민감도 평가 (Evaluation of Ride Quality Sensitivity on Vehicle Dynamic Behavior Using a Small Scale Simulator)

  • 이재훈;손덕수;박제진;문형철
    • 한국도로학회논문집
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    • 제19권5호
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    • pp.97-106
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    • 2017
  • PURPOSES: This study aims to evaluate the effects of vehicle dynamic behaviors on ride quality. METHODS : Simulation and field test were conducted to analyze the behavior of a driving vehicle. The simulation program CarSIM was applied and an INS (Inertial Navigation System) was used for field experiments. A small simulator was developed to simulate vehicle behavior such as roll, pitch, and bounce. The panels evaluated the ride quality in five stages from "very satisfied"to "very dissatisfied."Experiments were conducted on a total of 144 cases of vehicle behavior combinations. RESULTS :In both simulation and field tests, pitch is the largest and yaw the smallest. Especially in the field test, the amount of yaw is very low, about 7% of pitch and 18% of roll. The sensitive and extensive analysis conducted related ride quality with changing the frequency and amplitude. It was found that the most sensitive frequency range is 8 Hz across all amplitudes. Moreover, the combination of the roll and bounce was most sensitive to the ride quality at the low-frequency range. CONCLUSIONS : This result show that the vertical vehicle behavior (bounce) as well as the rotational behavior (roll and pitch) are highly correlated with ride quality. Therefore, it is expected that a more reasonable roughness index can be developed through a combination of vertical and rotational vehicle behavior.

THE FAR FIELD BEHAVIOR OF A SINGLE LAYER POTENTIAL WITH LINEAR STRENGTH DISTRIBUTION ON A LINE SEGMENT

  • Kim, Do-Wan
    • Journal of applied mathematics & informatics
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    • 제3권2호
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    • pp.265-278
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    • 1996
  • This paper is composed of the complete representation of two dimensional single layer potentials with linear strength on a straight line segment and its far field behavior which is closely related to the pose of this line segment. The far field behavior of a single layer potential on a given curve has informations of the shape of the curve.

비정상 흐름장의 인공어초 침하특성에 관한 실험적 연구 (A Study of Artificial Reef Subsidence in Unsteady Flow Field)

  • 윤상준;김헌태
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2001년도 춘계학술대회 논문집
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    • pp.234-239
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    • 2001
  • The subsidence characteristics of artificial reef in the unsteady flow such as tidal flow were investigated. The scour and subsidence characteristics were confirmed in the steady flow field, wave field and steady flow-wave field. In a main study, the interaction of Flow-Sediment Movement-Structure Behavior and scour.subsidence mechanism were discussed in the unsteady flow field and the unsteady flow-wave field. Most of all, the continuous artificial reef subsidence from the scour was occurred by periodic behavior of artificial reef. This behavior is result from the asymmetric ground, and is influenced by maximum velocity, duration time and direction of flow.

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Effects of pulse-like nature of forward directivity ground motions on the seismic behavior of steel moment frames

  • Mansouri, Iman;Shahbazi, Shahrokh;Hu, Jong Wan;Moghaddam, Salar Arian
    • Earthquakes and Structures
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    • 제17권1호
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    • pp.1-15
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    • 2019
  • In the structures with high level of ductility, the earthquake energy dissipation in structural components is an important factor that describes their seismic behavior. Since the connection details play a major role in the ductile behavior of structure, in this paper, the seismic response of 3-, 5- and 8-story steel special moment frames (SMFs) is investigated by considering the effects of panel zone modeling and the influence of forward-directivity near-field ground motions. To provide a reasonable comparison, selected records of both near and far-field are used in the nonlinear time-history analysis of models. The results of the comparison of the median maximum inter-story drift under excitation by near-field (NF) records and the far-field (FF) ground motions show that the inter-story drift demands can be obtained 3.47, 4.86 and 5.92 times in 3-, 5- and 8-story structures, respectively, undergoing near-field earthquakes.

Asymptotic Gaussian Structures in a Critical Generalized Curie-Wiss Mean Field Model : Large Deviation Approach

  • Kim, Chi-Yong;Jeon, Jong-Woo
    • Journal of the Korean Statistical Society
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    • 제25권4호
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    • pp.515-527
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    • 1996
  • It has been known for mean field models that the limiting distribution reflecting the asymptotic behavior of the system is non-Gaussian at the critical state. Recently, however, Papangelow showed for the critical Curie-Weiss mean field model that there exist Gaussian structures in the asymptotic behavior of the total magnetization. We construct Gaussian structures existing in the internal fluctuation of the system for the critical case of a generalized Curie-Weiss mean field model.

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