• Journal of the Korea institute for structural maintenance and inspection
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• v.10 no.5
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• pp.97-105
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• 2006

PSC box girder bridges usually have a lot of tendons, and the difference of the bursting forces lies in the prestressing order of the tendons. As a result of the lack of studies on the prestressing order for the bridges, the order depends on the designer's intuition and experiences. In this paper, with investigation into various methods determining the bursting force of the anchorage, reasonable prestressing order is determined by analysis of PSC beam bridge and PSC box girder bridge with most suitable method. It may be stated that this study would be useful for determining the reasonable prestressing order of tendons for the PSC box girder bridges.

• Proceedings of the Korean Society for Emotion and Sensibility Conference
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• 2001.11a
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• pp.134-137
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• 2001

본 연구는 International Affective Picture System (IAPS) 사진의 시각 자극을 통해 유발된 감성 변화를 심리ㆍ생리적으로 측정하여 긴장도의 감성 변화를 수행하고자 하였다. 미리 선정된 9개의 사진을 30초씩 제시하면서 ECG, GSR, Skin Temperature, Respiration 등의 생리 신호를 측정하였고, 자극 제시 후 주관적 평가를 실시하였다. 주관적 평가 분석 결과 9개의 사진 중 5종류의 사진에 대한 감성 구분의 가능성이 보였으며, 긴장축으로 긴장 > 불쾌긴장, 쾌긴장 > 중립 > 이완 순서의 4단계로 긴장도가 구분되었다. 자율신경계 반응 또한 긴장영역의 감성을 구분할 수 있었는데, 긴장축으로 긴장, 불쾌긴장, 쾌긴장 > 중립 > 이완 순서의 3단계로 긴장도가 구분되었다. 따라서 각 사진이 유발한 긴장의 감성영역을 주관적 평가를 바탕으로 생리적 반응 분석을 통하여 변별할 수 있을 것으로 판단된다.

• Journal of the Korea Concrete Institute
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• v.21 no.4
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• pp.419-429
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• 2009

This study focuses on the effect of the cutting order of prestressing strands on the strain change in the strands and on the state of stress of concrete, experimentally and numerically. In the experiment, strain of strands and of transversal reinforcement were measured for three different cutting orders during detensioning process by using flame-cutting procedure. The experimental results were compared with those obtained from the FE analysis. As a results of the experiment, it is confirmed that the cutting order of prestressing strands affected on the strain of strands as well as of transversal reinforcement. The FE analysis gave similar results to those obtained from the experiment. Therefore, the cutting order should be chosen appropriately to when the strands get detensioned.

• Journal of the Korean Society of Hazard Mitigation
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• v.1 no.2 s.2
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• pp.103-114
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• 2001

As the results of comparison with several anchorage design methods of PSC box girder, stress superposition effect by the order of prestressing force can't be considered in the case of multi-anchorage design with existing design methods. In anchorage design by 3-D finite element analysis, estimation of stress concentration region and stress flow are correctly defined, but the estimation of sectional forces in anchorage is very complicated. In the case of anchorage design by strut-tie model method, the stress superposition effect can be considered and sectional forces in anchorage are easily calculated. Therefore, strut-tie model method is remarkably suitable to anchorage design if geometrical conditions of the truss members are carefully considered.

• Proceedings of the Korean Society for Emotion and Sensibility Conference
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• 2001.05a
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• pp.182-185
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• 2001

본 연구에서는 쾌, 불쾌, 긴장, 이완의 네 가지 상상을 통해 감성의 변화를 유도하였고, 생리 신호 분석을 통해 감성의 변화를 변별하고자 하였다. 20명의 피험자를 대상으로 네 가지 상상을 각각 30초씩 수행하게 하면서 EEG, ECG, GSR, PPG, RSP, Skin-Temperature를 각각 측정하였고 측정 종료 후 주관적 평가를 실시하였따. 주관적 평가 분석 결과, 피험자는 뚜렷이 구별되는 네 가지 상상을 한 것으로 나타났고, 쾌도는 “쾌 > 이완, 긴장 > 불쾌” 상상 순서의 3단계로, 긴장도는 “긴장 > 불쾌, 쾌 > 이완” 상상 순서의 3단계로 뚜렷이 구별되었다. EEG 분석 결과에서는 쾌와 불쾌, 쾌와 이완 상상 사이에서만, 자율신경계 반응 역시 약 2.5 단계의 긴장도 감성 변별이 가능하여 정확한 3단계의 감성 변별에는 어려움이 있었다. 그러나 향후 비선형 분석법을 적용하고 피험자 수를 증가시킨다면 생리 신호 분석을 통한 감성 변별 민감도를 증가시킬 수 있을 것으로 사료된다. 본 연구로부터 쾌/불쾌와 긴장/이완의 2차원의 감성 영역의 각 축을 EEG와 자율신경계의 생리 신호를 통해 변별할 수 있다는 가능성을 확인하였다.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.341-344
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• 2008

In this paper, the effect of flame cutting order of tendons on the concrete stress was investigated experimentally. For this, the three slab specimens with 14 tendons were cast and tested. During the detensioning, the longitudinal and transversal strain were measured. Test results showed that the measured strains of transversal stirrups were varied by the cutting order.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.15 no.2
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• pp.251-259
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• 2002

A new splicing technique by the secondary moment which is intentionally induced by the tensioning effect of continuous tendons and the releasing effect of temporary beam tendons was developed. The tensioning and releasing works are essential and the decisions of the magnitude and order about them may be important engineering problems in this technique. In this paper, it was studied lot the practically optimum procedure of the tensioning and releasing works. As the result, it is concluded that the gradual progress through the three stages is reasonable for the procedure and the tensioning work have to precede the releasing work. Additionally, the magnitude of preceding tensioning force should be obtained by the sensitivity analysis and the minimum limit is more critical than the minimum limit.

• 건강소식
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• v.37 no.10
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• pp.32-33
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• 2013

운동 전후에 챙겨야 할 중요한 2가지 과정. 바로 몸이 본운동에 적응할 수 있도록 긴장을 풀어주는 준비운동과 본운동 후 신체 각 부위의 근육을 풀어주는 마무리운동이다. 쉽게 잊어버리고 넘어가기 쉬운 과정이지만 습관화하면 운동의 효율성을 높이고 각종 안전사고를 예방하는 효과가 있다.

• Proceedings of the Korean Society for Emotion and Sensibility Conference
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• 2009.05a
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• pp.75-78
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• 2009

본 연구에서는 세 가지의 각성상태(긴장, 중립, 이완감정)가 3-back 과제 수행능력에 어떠한 영향을 미치는지 관찰하고자 한다. 10명의 남자 (평균 $25.7{\pm}1.5$ 세) 대학생과 10명의 여자 (평균 $24.5{\pm}1.8$ 세) 대학생이 본 실험에 참여하였다. 집단 검사를 통해 추출된 사진을 이용하여 긴장, 중립, 이완의 세 종류의 각성상태를 유발하여 3-back 과제 수행 능력 측정 실험을 수행하였다. Rest 1 (2분), 감성유발사진제시 1 (2분), 3-back Task 1 (2분), 감성유발사진제시 2 (2분), 3-back Task2 (2분), Rest2 (2분)의 5단계로 실험이 진행되었다. 또한 제시된 감정 사진으로 적절한 arousal level 이 유발되었는지를 확인하기 위해 GSR 신호를 측정하였고, 실험 종료 후 주관적 평가를 실시하였다. 3-back 과제의 정답률은 중립감정일 때 가장 컸고, 이완, 긴장 감정 순서였다. 또한 통계적으로 유의하지는 않았지만 중립감정일 때 반응시간이 가장 빠른 경향을 보였다. 본 연구결과로부터 인지 처리와 무관하게 유발된 각성의 증가나 감소는 과제 수행능력을 감소시킬 수 있다는 사실을 유추할 수 있다.

• Journal of the Korea Concrete Institute
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• v.21 no.4
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• pp.513-521
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• 2009

Recently, the externally prestressed unbonded concrete structures are increasingly being built. The mechanical behavior of prestressed concrete beams with external unbonded tendon is different from that of normal bonded PSC beams in that the slip of tendons at deviators and the change of tendon eccentricity occurs as external loads are applied in external unbonded PSC beams. The purpose of the present paper is therefore to evaluate the flexural behavior by performing static flexural test according to tendon area and tendon force. From experimental results, before flexural cracking, there was no difference between external members and bonded members. However, after cracking, yielding load of reinforcement, ultimate load, and the tendon stress of external members was lower than that of bonded members. For the relationship of load-tendon stress, the increasing of tendon strain was inversely proportional to the initial tendon force. However, even if the initial tendon force was large, the tendon strain with small effective stress was smaller than that with large effective stress. The concrete compressive strain was proportional to the effective stress of external tendon. From the comparison between test results and codes, the ACI-318 could not consider the effect of tendon force or effective stress, and especially the results of ACI-318 were very small, so it was very conservative. And the AASHTO 1994 could be influenced on the tendon area, initial force and effective stress, but as it was made on the basis of internal unbonded tendon, its results were much larger than the test results. For this reason, the new correct predict equation of external tendon stress will be needed.