• 제목/요약/키워드: global behavior

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다발형 폴리아미드섬유 보강 콘크리트의 휨거동에 관한 실험적 연구 (A Experimental Study on the Flexural Behavior of Bundle Type Polyamide Fiber Reinforced Concrete)

  • Jeon, Chan Ki;Jeon, Joong Kyu
    • 한국재난정보학회 논문집
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    • 제10권1호
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    • pp.61-70
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    • 2014
  • 일반적으로 건설재료 용도로 많이 사용되고 있는 유기섬유 보강 콘크리트는 섬유 자체의 인장강도 및 탄성계수는 낮지만, 휨거동, 균열에 대한 저항성 및 충격저항성 등의 특성은 우수하며, 내화학성이 뛰어나고 부식의 우려가 없는 것으로 널리 알려져 있다. 최근 해외에서는 유기섬유 보강재를 터널 숏크리트와 프리캐스트 세그먼트 라이닝, 교량 슬래브 및 PC제품 분야에서 일부 활용되고 있으며, 그 종류 또한 다양하다. 본 연구에서는 다발형 폴리아미드섬유를 혼입한 콘크리트의 휨거동 특성을 ASTM C 1609 및 KS F 2566에 준하여 하중-처짐 관계를 도출하여 유기섬유 보강 콘크리트의 적용 가능성을 검토하였다.

상판과 교대의 충돌을 고려한 사교의 비선형 지진거동 해석 (Nonlinear Seismic Behavior Analysis of Skewed Bridges Considering Pounding Between Deck and Abutment)

  • 강승우;최광규;송시영;손민규
    • 한국지진공학회논문집
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    • 제20권5호
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    • pp.301-310
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    • 2016
  • There are differences in seismic behavior between non-skewed bridges and skewed bridges due to in-plane rotations caused by pounding between the skewed deck and its abutments during strong earthquake. Many advances have been made in developing design codes and guidelines for dynamic analyses of non-skewed bridges. However, there remain significant uncertainties with regard to the structural response of skewed bridges caused by unusual seismic response characteristics. The purpose of this study is performing non-linear time history analysis of the bridges using abutment-soil interaction model considering pounding between the skewed deck and its abutments, and analyzing global seismic behavior characteristics of the skewed bridges to assess the possibility of unseating. Refined bridge model with abutment back fill, shear key and elastomeric bearing was developed using non-linear spring element. In order to evaluate the amplification of longitudinal and transverse displacement response, non-linear time history analysis was performed for single span bridges. Far-fault and near-fault ground motions were used as input ground motions. According to each parameter, seismic behavior of skewed bridges was evaluated.

The effect of mechanical properties of bone in the mandible, a numerical case study

  • Ramos, Antonio;Marques, Hugo;Mesnard, Michel
    • Advances in biomechanics and applications
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    • 제1권1호
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    • pp.67-76
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    • 2014
  • Bone properties are one of the key components when constructing models that can simulate the mechanical behavior of a mandible. Due to the complexity of the structure, the tooth, ligaments, different bones etc., some simplifications are often considered and bone properties are one of them. The objective of this study is to understand if a simplification of the problem is possible and assess its influence on mandible behavior. A cadaveric toothless mandible was used to build three computational models from CT scan information: a full cortical bone model; a cortical and cancellous bone model, and a model where the Young's modulus was obtained as function of the pixel value in a CT scan. Twelve muscle forces were applied on the mandible. Results showed that although all the models presented the same type of global behavior and proximity in some locations, the influence of cancellous bone can be seen in strain distribution. The different Young's modulus defined by the CT scan gray scale influenced the maximum and minimum strains. For modeling general behavior, a full cortical bone model can be effective. However, when cancellous bone is included, maximum values in thin regions increase the strain distribution. Results revealed that when properties are assigned to the gray scale some peaks could occur which did not represent the real situation.

치매대상자를 돌보는 간호사의 의사소통행위 측정도구 개발 및 평가 (Development and Validation of the Communication Behavior Scale for Nurses Caring for People with Dementia)

  • 이지혜;강문희
    • 대한간호학회지
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    • 제49권1호
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    • pp.1-13
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    • 2019
  • Purpose: The purpose of this study was to develop and validate the Communication Behavior Scale for nurses caring for people with Dementia (CBS-D). Methods: Based on communication accommodation theory, the initial items were generated through a literature review and interviews with 20 experts. Content and face validity of the initial items were assessed. Data from 486 nurses caring for people with dementia were analyzed using item analysis, exploratory and confirmatory factor analysis, criterion-related validity, and internal consistency. Results: The final scale consisted of 18 items and four factors (discourse response management, interpersonal control, emotional expression, and interpretability) that explained 57.6% of the variance. Confirmatory factor analysis indicated that the theoretical model with 18 items satisfied all goodness-of-fit parameters. Criterion-related validity was shown by the Global Interpersonal Communication Competence Scale (r=.506, p<.001). Cronbach's alpha for the total scale was .88. Conclusion: The CBS-D can be used to measure the communication behavior of nurses caring for people with dementia.

보행행태조사방법론의 변화와 모바일 빅데이터의 가능성 진단 연구 - 보행환경 분석연구 최근 사례를 중심으로 - (Changes in Measuring Methods of Walking Behavior and the Potentials of Mobile Big Data in Recent Walkability Researches)

  • 김현주;박소현;이선재
    • 대한건축학회논문집:계획계
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    • 제35권1호
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    • pp.19-28
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    • 2019
  • The purpose of this study is to evaluate the walking behavior analysis methodology used in the previous studies, paying attention to the demand for empirical data collecting for urban and neighborhood planning. The preceding researches are divided into (1)Recording, (2) Surveys, (3)Statistical data, (4)Global positioning system (GPS) devices, and (5)Mobile Big Data analysis. Next, we analyze the precedent research and identify the changes of the walkability research. (1)being required empirical data on the actual walking and moving patterns of people, (2)beginning to be measured micro-walking behaviors such as actual route, walking facilities, detour, walking area. In addition, according to the trend of research, it is analyzed that the use of GPS device and the mobile big data are newly emerged. Finally, we analyze pedestrian data based on mobile big data in terms of 'application' and distinguishing it from existing survey methodology. We present the possibility of mobile big data. (1)Improvement of human, temporal and spatial constraints of data collection, (2)Improvement of inaccuracy of collected data, (3)Improvement of subjective intervention in data collection and preprocessing, (4)Expandability of walking environment research.

노인 대상 영양교육이 식생활지식, 태도 및 행동에 미치는 효과 (Effects of Nutrition Education on Dietary Knowledge, Dietary Attitudes and Dietary Behavior of Elderly)

  • 신혜원;이인옥;김지원;신유리
    • 한국식품영양학회지
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    • 제36권2호
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    • pp.153-162
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    • 2023
  • The purpose of this study was to evaluate the effect of nutrition education on dietary knowledge, dietary attitudes, and dietary behavior of elderly by analyzing changes before and after nutrition education. This study was conducted in Seoul from March 2022 to December 2022 for 50 elderly (6 male, 44 female) who participated in nutrition education for 8 weeks at three senior welfare centers (Seodaemun, Seongbuk, Jongno). A total of 35 responses were used in the final analysis. Statistical analysis was conducted using descriptive statistics, paired t-test, and Wilcoxon's signed rank test by age, hypertension, and dislipidemia to find effect of nutrition education on their nutritional knowledge, dietary attitudes, and dietary behavior. Results showed that nutrition education had a significant effect on the elderly. In particular, for those with chronic diseases such as hypertension and dislipidemia, the difference after education was significant, indicating significant changes in dietary habits. This study is expected to provide basic data for the development of a systematic nutrition education program for the elderly in the future.

Behavior of short columns constructed using engineered cementitious composites under seismic loads

  • Syed Humayun Basha;Xiaoqin Lian;Wei Hou;Pandeng Zheng;ZiXiong Guo
    • Steel and Composite Structures
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    • 제48권5호
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    • pp.565-582
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    • 2023
  • The present research reports the application of engineered cementitious composites (ECC) as an alternative to conventional concrete to improve the seismic behavior of short columns. Experimental and finite element investigation was conducted by testing five reinforced engineered cementitious composite (RECC) concrete columns (half-scale specimens) and one control reinforced concrete (RC) specimen for different shear-span and transverse reinforcement ratios under cyclic lateral loads. RECC specimens with higher shear-span and transverse reinforcement ratios demonstrated a significant effect on the column lateral load behavior by improving ductility (>5), energy dissipation capacity (1.2 to 4.1 times RC specimen), gradual strength degradation (ultimate drift >3.4%), and altering the failure mode. The self-confinement effect of ECC fibers maintained the integrity in the post-peak region and reserved the transmission of stress through fibers without noticeable degradation in strength. Finite element modeling of RECC specimens under monotonic incremental loads was carried out by adopting simplified constitutive material models. It was apprehended that the model simulated the global response (strength and stiffness) and damage crack patterns reasonably well.

Enhancing Music Recommendation Systems Through Emotion Recognition and User Behavior Analysis

  • Qi Zhang
    • 한국컴퓨터정보학회논문지
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    • 제29권5호
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    • pp.177-187
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    • 2024
  • 요약 배경: 기존 음악 추천 시스템은 가사의 의도된 감정과 사용자가 실제로 느끼는 감정 사이의 불일치를 충분히 고려하지 않았다. 모델: 본 연구에서는 LDA 모델을 활용하여 가사와 사용자 댓글의 주제 벡터를 생성하고, 시간 감쇠 효과와 재생 횟수를 반영한 사용자 행동 궤적과 통계 특성을 결합하여 사용자 선호도 모델을 구축했다. 결과: 실증 분석 결과, 제안 모델이 가사만 활용한 기존 모델보다 높은 정확도로 음악을 추천했다. 시사점: 본 연구는 감정 인식과 사용자 행동 분석을 통합하여 개인화된 음악 추천 시스템을 개선하는 새로운 방법론을 제시한다.

가부장적 리더십과 중국 종업원의 창의적 직무몰입 간의 관계: 집단응집력과 발언 행동의 매개효과 (The Relationship between Paternalistic Leadership and Chinese Employees' Creative Work Involvement: The Mediating Effects of Group Cohesiveness and Voice Behavior)

  • 묘가호;최석봉
    • 아태비즈니스연구
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    • 제15권2호
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    • pp.125-142
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    • 2024
  • Purpose - This study investigated the effect of paternalistic leadership on Chinese employees' creative work involvement. In addition, it also examined the mediating effects of group cohesiveness and employees' voice behavior in the above relationship. Design/methodology/approach - Based on survey data from 452 employees working in Chinese firms, empirical analysis was conducted by using hierarchical regression model. Findings - As a result, it was found that the authoritative of paternalistic leadership had a negative effect on employees' creative work involvement, and the moral and compassion of paternalistic leadership have a positive effect on employees' creative work involvement. Second, we found that loneliness had a positive mediate effect in the relationship between the paternalistic leadership and employees' creative work involvement. Research implications or Originality - This paper confirmed the paternalistic leadership still has an important impact on the creativity of Chinese employees, making up for the lack of previous literatures. In addition, it was confirmed that group cohesiveness and voice behavior play an important mediating role between paternalistic leadership and employees' creative work involvement. We also discuss important theoretical and practical implications of these findings.

지진하중을 받는 I형 곡선거더 단경간 교량의 대리모델 기반 전역 민감도 분석 (Surrogate Model-Based Global Sensitivity Analysis of an I-Shape Curved Steel Girder Bridge under Seismic Loads)

  • 전준태;손호영;주부석
    • 한국재난정보학회 논문집
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    • 제19권4호
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    • pp.976-983
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    • 2023
  • 연구목적: 지진하중을 받는 교량 구조물의 동적 거동은 지진파의 특성 혹은 재료 및 기하학적 특성과 같은 많은 불확실성에 영향을 받는다. 하지만 모든 불확실성 인자가 교량 구조물의 동적 거동에 중요한 영향을 미치진 않는다. 영향성이 낮은 불확실성 인자까지 고려한 확률론적 내진성능 평가는 많은 계산비용이 요구되기 때문에 교량의 동적 거동에 미치는 영향을 고려하여 불확실성 인자는 식별되어야 한다. 따라서 본 연구는 I형 곡선 거더를 갖는 단경간 교량의 동적 거동에 영향을 미치는 주요 매개변수를 식별하기 위해 전역민감도 분석을 수행하였다. 연구방법: 지진파의 불확실성과 곡선 교량의 재료 및 기하학적 불확실성을 고려하여 유한요소 해석을 수행하였으며 해석결과를 기반으로 대리모델을 작성하였다. 결정계수와 같은 성능평가지료를 이용하여 대리모델을 평가하였으며 최종적으로 대리모델 기반의 전역 민감도 분석을 수행하였다. 연구결과: 지진하중을 받는 I형 곡선 거더의 응력응답에 가장 큰 영향을 미치는 불확실성 인자는 최대지반가속도(PGA), 교각의 높이(h), 강재의 항복응력(fy) 순으로 나타났다. PGA, h, fy의 주효과 민감도 지수는 각각 0.7096, 0.0839, 0.0352로 나타났으며 총 민감도 지수는 각각 0.9459, 0.1297, 0.0678로 나타났다. 결론: I형 곡선 거더의 응력응답은 입력운동의 불확실성에 대한 영향성이 지배적이며 각 불확실성 인자 사이의 교호작용에 큰 영향을 받는다. 따라서 입력운동의 개수 및 intensity measure과 같은 입력운동의 불확실성에 대한 추가적인 민감도 분석과 곡선거더의 개수 및 곡률과 같은 구조적 불확실성까지 고려한 총 민감도 분석은 필요하다.