• Title/Summary/Keyword: 긴장간격

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Application Methodologies of Post-Tensioned Concrete Pavements for Specialized Section Pavements (특수 구간 도로 포장에 포스트텐션 콘크리트 포장 적용 방안)

  • Bae, Jong-Oh;Park, Hee-Beom;Kim, Seong-Min
    • International Journal of Highway Engineering
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    • v.13 no.2
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    • pp.167-174
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    • 2011
  • This research was conducted to propose the design methodologies of post-tensioned concrete pavements (PTCPs) for specialized section pavements. The specialized sections considered in this study included bus stop sections in urban bus-only lanes and culvert existing highway sections that often showed severe failures. The PTCP designs of those specialized sections were performed based on both the stresses and the fatigue failures, and more conservative design results were selected. In the stress based design, the maximum tensile stress under extreme load conditions was obtained using finite element analyses first. Then, the number of tendons and the tendon spacing were determined so that the tensile stress was less than the allowable flexural strength. The AASHTO fatigue failure equations were used in the fatigue failure based design. From this study, the design methodologies of PTCP for bus stop sections in bus-only lanes and culvert existing highway sections were successfully suggested.

Simulator Sickness and Autonomic Responses in dynamic Simulator (동적 시뮬레이터에서 Simulator Sickness와 자율신경계 반응)

  • 전효정;민병찬;김유나;전광진;오혜영;성은정;정순철;김철중
    • Proceedings of the Korean Society for Emotion and Sensibility Conference
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    • 2001.05a
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    • pp.313-319
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    • 2001
  • 본 연구는 시뮬레이터 실험에서 필수적으로 발생하는 Simulator Sickness(SS)를 평가하기 위하여 동적 시뮬레이터에서 일정한 속도(60km/h)로 1시간 주행했을 때 Simulator Sickness Questionnaire(SSQ)를 이용하여 주관적 Sickness를 평가하고 생리적 반응으로 심박 변동량(HRV)과 피부온도 및 피부저항을 측정하여 성별, Simulator 수준에 따라 비교 분석하였다. 분석 결과 동적 시뮬레이터에서 주행시 주관적인 Simulator Sickness는 안정에 비해 시간이 지남에 따라 45분까지 선형적으로 증가하여UT고, 여자와 sick군이 남자와 nonsick군에 비해 더 높았으며 sickness 수준간에서는 유의성이 나타났지만 남녀간의 유의한 차이는 없었다. 생리적 반응은 시간에 따른 변화는 없었으나 안정에 비해 R-R 간격의 감소, (LF+MF)/total 및 (LF+MF)/HF의 증가로부터 교감 신경이 활성화되었으며 피부온도의 감소와 피부저항의 증가로부터 긴장도가 커짐을 알 수 있었다. 주행 50분 이후는 HF/total가 감소하여 부교감 신경의 작용이 저하되는 것으로 나타났다.. 성별, sickness수준에 따라서는 남녀간에는 부분적으로 유의한 차이가 있었고 평균 R-R 간격에서만 sick군이 nonsick군보다 유의하게 낮았다.

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Autonomic Responses of Passenger caused by Rough of Roads (도로표면의 기복에 따른 자동차 탑승자의 자율신경계 반응)

  • 민병찬;정순철;김상균;민병운;오지영;신정상;김유나;김철중
    • Proceedings of the Korean Society for Emotion and Sensibility Conference
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    • 1999.11a
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    • pp.433-437
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    • 1999
  • 본 연구는 도로표면의 기복 또는 굴곡의 변화가 자동차 탑승자에게 미치는 자율신경계의 반응을 관찰하고자 하였다. 아스팔트, 시멘트, 비포장도로를 각각 30 km/h의 속력으로 정속 주행하면서 ECG, GSR, Skin Temperature 의 생리변화를 3분간 측정하였고, 주행 후에는 각각의 도로 주행시 느꼈던 감성의 변화를 주관적 평가지로 검정하였다. 건강한 5명의 지원자가 이 실험에 참여하였고 도로표면의 기복의 변화로부터 유발되는 감성에만 집중하도록 요구하여 다른 간섭효과로부터 유발되는 감성의 변화를 최소화하도록 하였다. 정차에 비해 각 도로 주행시 피험자는 아스팔트, 시멘트, 비포장도로 순서로 불쾌도와 긴장도가 증가하였다고 주관적 평가를 하였다. 또한 아스팔트, 시멘트, 비포장도로 순서로 평균 R-R 간격이 점차 감소하였고, GSR의 진폭은 증가하였으며, 피부온도는 감소하였다. 본 연구로부터 도로표면의 기복의 정도가 증가할수록 교감신경계가 활성화된다는 사실을 관찰할 수 있었고 이러한 결과는 주관적 평가결과와도 일치하였다.

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Relationships of Psychological Factors to Stress and Heart Rate Variability as Stress Responses Induced by Cognitive Stressors (스트레스에 대한 심리 반응 유형과 심박변이도의 관련성)

  • Jang, Eun Hye;Kim, Ah Young;Yu, Han Young
    • Science of Emotion and Sensibility
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    • v.21 no.1
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    • pp.71-82
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    • 2018
  • Stress involves changes in behavior, autonomic function and the secretion of hormones. Autonomic nervous system (ANS) contributes to physiological adaptive process in short durations. In particular, heart rate variability (HRV) analysis is commonly used as a quantitative marker depicting the ANS activity related to mental stress. The aim of this study is to investigate correlations between psychological responses to stress and HRV indices induced by the cognitive stressor. Thirty-three participants rated their mental and physical symptoms occurred during the past two weeks on Stress Response Inventory (SRI), which is composed of seven stress factors that may influence the status of mental stress levels. Then, they underwent the psychophysiological procedures, which are collected electrocardiogram (ECG) signals during a cognitive stress task. HRV indices, the standard deviation of R-R interval (SDNN), root mean square of successive R-R interval difference (RMSSD) and low frequency (LF)/high frequency (HF) ratio were extracted from ECG signals. Physiological responses were calculated stress responses by subtracting mean of the baseline from the mean of recovery. Stress factors such as tension, aggression, depression, fatigue, and frustration were positively correlated to HRV indices. In particular, aggression had significant positive correlations to SDNN, RMSSD and LF/HF ratio. Increased aggressive responses to stress correlated with the increases of all HRV indices. This means the increased autonomic coactivation. Additionally, tension, depression, fatigue, and frustration were positively associated with RMSSD reflecting increases in parasympathetic activation. The autonomic coactivation may represent an integrated response to specific cognitive reactions such as the orienting response.

Flexural Behavior of Segmental U-Girder and Composite U-Girder Using Ultra High Performance Concrete (초고강도 섬유보강 콘크리트를 사용한 분절형 U거더 및 합성 U거더의 휨거동)

  • Lee, Seung-Jae;Makhbal, Tsas-Orgilmaa;Kim, Sung-Tae;Han, Sang-Mook
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.5 no.3
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    • pp.290-297
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    • 2017
  • The flexural behavior tests of UHPC segmental U-girder and composite U-girder which has 160MPa compressive strength and 15.4m length were carried out. The test variables are volume fraction of steel fibers and slab over the U-girder. Each U-girder has longitudinal re-bars in web and lower flange. PS tendons which has 2 of 15.2mm diameter in upper flange and PS tendons which has 7 of 15.2mm diameter in lower flange were arranged and prestressed at onetime in U-girder connection stage. Enough strong prestressing force which applied to U-girder due to ultra high performance concrete strength can withstand the self weight and dead load in U-girder stage. By comparison with the brittle behavior of U-girder, composite U-girder showed the stable and ductile behavior. After the construction of slab over U-girder, flexural load capacity of composite U-girder can bear the design load in final construction stage with only one time prestressing operation which already carried out in U-girder stage. This simple prestressing method due to the ultra high strength concrete have the advantage in construction step and cost. The shear key which has narrow space has the strong composite connection between ultra high strength concrete U-girder and high strength concrete slab didn't show any slip and opening right before failure load.

Initial Stiffness of Beam Column Joints of PCS Structural Systems (PCS 구조 시스템 접합부의 초기 강성에 대한 연구)

  • Park, Soon-Kyu;Kim, Moo-Kyung
    • Journal of the Korea Concrete Institute
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    • v.20 no.3
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    • pp.271-282
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    • 2008
  • Specific joint devices composed of end-plates and through bolts are under development to assemble steel beams to PC columns efficiently by dry construction method for the PCS structural system, of which major structural components are precast concrete columns and steel beams. Seismic performance of the joint devices had been evaluated by experimental tests in the previous studies and it was showed that all the performance requirements regarding to strength deterioration, stiffness degradation and energy dissipation capacity were satisfied to the criteria of ACI requirements, but the initial stiffness was not. In order to find out possible causes of the insufficient rigidity of the joint devices and provide the proper measures to improve the performance of the joint accordingly, numerical analyses were carried out by using ABAQUS. Parameters, such as thickness of neoprene pad, conditions of surface between PC column and end-plate, magnitude of pretension forces of through bolts, stiffness of end-plate were taken into consideration. As the result, it was found that the rigidity of the PCS system was negatively affected by the magnitude of initial gaps between PC columns and end-plates, and insufficient stiffness of neoprene fillers and end plates. In order to improve the initial stiffness performance of the joints, measures such as increase of the magnitude of pretension forces on through bolts and increase of the stiffness of end-plate by reducing the bolt pitch and providing adequate stiffeners are recommended.

Heart Rate Variability and Autonomic Activity in Patients Affected with Rett Syndrome (Rett 증후군 환자에서의 자율신경 활성도 및 심박수 변이도 측정)

  • Choi, Deok Young;Chang, Jin Ha;Chung, Hee Jung
    • Clinical and Experimental Pediatrics
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    • v.46 no.10
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    • pp.996-1002
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    • 2003
  • Purpose : In Rett syndrome patients, the incidence of sudden death is greater than that of the general population, and cardiac electrical instability including fatal cardiac arrhythmia is a main suspected cause. In this study, we are going to find out the possible cause of the higher risk of sudden death in Rett patients by the evaluation of heart rate variability, a marker of cardiac autonomic activity and corrected QT intervals. Methods : Diagnosis of Rett syndrome was made by molecular genetic study of Rett syndrome (MECP2 gene) or clinical diagnostic criteria of Rett syndrome. Heart rate variability and corrected QT intervals were measured by 24 h-Holter study in 12 Rett patients, and in 30 age-matched healthy children with chief complaints of chest pain or suspected heart murmurs. The were compared with the normal age-matched control. Results : Patients with total Rett syndrome, classic Rett syndrome, and Rett variants had significantly lower heart rate variability(especially rMSSD)(P<0.05) and longer corrected QT intervals than age-matched healthy children(P<0.05). Sympathovagal balance expressed by the ratio of high to low frequency(LF/HF ratio) also showed statistically significant differences between the three groups considered(P<0.05). Conclusion : A significant reduction of heart rate variability, a marker of autonomic disarray, suggests a possible explanation of cardiac dysfunction in sudden death associated with Rett syndrome.

Study of the Interpretation of Landscape in Daniel Libeskind Architectural Space (다니엘 리베스킨트 건축 공간의 경관적 해석에 관한 연구)

  • Song, Dae-Ho
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.15 no.12
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    • pp.7372-7379
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    • 2014
  • This study examined the landscape characteristics of Daniel Libeskind's architecture by analyzing the perceived form characteristics visually and the sense of space recognized inside and outside the building in Daniel Libeskind architecture. The results showed that Libeskind is to deconstruct not only the 'temporal boundaries' but also the 'morphological contradiction' through sketch and public architecture by de-constructive language. These series of works could be interpreted as the space perceived time and space in the past by the 'Blurredness of temporal and spatial borderline'.

A Study on Measurement of Driver′s Sensibility due to Vehicular Speed Changes in a Graphic Simulator (화상 시뮬레이터에서 속도변화에 따른 운전자의 감성 측정에 관한 연구)

  • 정순철;민병찬;김유나;신미경;김철중
    • Science of Emotion and Sensibility
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    • v.3 no.2
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    • pp.103-112
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    • 2000
  • 본 연구는 Graphic simulator에서 자동차 속도 변화에 따른 운전자의 감성변화를 주관적 평가와 자율신경계의 반응을 통해 알아보고자 한다. 속도 변화는 정차(0km/h), 40km/h, 100km/h, 160km/h로 제시하였고, 건강한 10명의 피험자를 대상으로 심박변화율, 피부저항, 피부온도, 맥파 등의 생리신호를 측정하였다. 본 연구 목적에 적절한 속도 관련 어휘를 추출하여 각 속도에서의 주관적 감성 변화를 평가하였다. 또한, 각 속도 실험 전 후에 Simulator Sickness를 측정하여 Simulator Sickness가 실험 결과에 미치는 영향을 분석하였다. 속도가 증가함에 따라 긴장도와 쾌도가 증가한다는 주관적 평가 결과를 얻었다. 실험 전에 비해 실험 후의 Simulator Sickness 값은 증가하였지만 실험 전, 후의 통계적 차이는 관찰할 수 없었다. 속도 증가에 따라, 평균 R-R간격, 피부온도의 진폭은 감소하였고, 피부저항은 증가하였고, 맥파의 평균 진폭은 감소하였다. 그러므로 본 연구를 통해 Simulator Sickness의 큰 영향 없이 Graphic Simulator에서 속도의 증가에 따라 교감신경계가 활성화됨을 관찰할 수 있었고, 이는 실제 동적 환경에서 속도 변화에 따른 자율신경계의 반응 및 주관적 평가 결과와 일치하는 것이다. 향후 복합 감각 자극이 가능한 시뮬레이터가 구축이 될 것이고, 이를 통해 보다 현실감 있는 동적 환경 제시와 감성 측정이 가능할 것이다.

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Development of Innovative Prestressed Support Earth Retention System (IPS 흙막이 공법의 개발)

  • Kim, Nak-Kyung;Park, Jong-Sik;Han, Man-Yop;Kim, Moon-Young;Kim, Sung-Bo
    • Journal of the Korean Geotechnical Society
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    • v.20 no.2
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    • pp.107-113
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    • 2004
  • A new innovative prestressed support (IPS) earth retention system has been developed and introduced. The IPS is a wale system prestressed by steel wires. The IPS consists of wale, wires, and H-beam support. The IPS provides a high flexural stiffness to resist the bending by earth pressures. The IPS earth retention system provides a larger spacing of support, economical benefit, construction easiness, good performance, and safety control. This paper explains basic principles and mechanism of new IPS system and presents a design method of IPS earth retention system. In order to investigate applicability and safety of new IPS system, field tests were performed in a trench excavation. The new IPS system applied in a trench excavation was performed successfully. The measured performances of IPS system were presented and discussed.