• Proceedings of the Korean Society for Emotion and Sensibility Conference
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• 2000.11a
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• pp.48-52
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• 2000

본 연구에서는 긴장 스트레스를 평가하기 위하여 작업 중에 긴장 조건을 부가하고 행동량, 주관량, 생리량을 계측하여 통계적으로 긴장 상태 유무와 작업 난이도에 따른 변화를 분석하였다. 긴장 스트레스를 유발시키기 위하여 20대 남자 대학생 3D명에게 세 가지 레벨의 트랙킹 작업을 수행하게 하면서 긴장상태를 유발하여 행동량, 주관신고와 생리신호를 측정하였다. 행동량과 주관신고의 결과를 사용하여 본 연구에서 상정된 작업난이도와 긴장조건이 적절한 가를 살펴보고 생리신호를 사용하여 작업난이도와 긴장감을 분석하였다. 난이도가 낮을 때 HRV의 회귀도와 GSR의 평균값은 긴장 조건이 있을 때가 없을 때에 비해서 통계적으로 유의하게 높게 나타났으며 난이도가 높을 때에는 피부온도의 값이 긴장 조건이 있을 때가 없을 때에 비해서 통계적으로 유의하게 높게 나타났다. 또한 긴장 조건이 있는 경우 작업의 난이도가 높을 때에 낮을 때에 비해서 호흡수의 값이 높게 나타났다. 따라서, 본 연구에서 상정한 긴장감은 양호하게 부가되었고 긴장감은 생리신호를 사용하여 측정할 수 있을 것으로 분석되었다.

• International Journal of Highway Engineering
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• v.11 no.1
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• pp.203-215
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• 2009

This study was conducted to develop the design methodology of longitudinal post tensioning for the post-tensioned concrete pavement (PTCP). The longitudinal stress distribution in the PTCP slab was analyzed when post tensioning was applied. Then, the tensile stress distribution in the PTCP slab due to the environmental and vehicle loads needed for the design was investigated. In addition, prestress losses were calculated considering the losses due to the frictional resistance between the slab and underlying layer and due to various reasons related to tensioning. The tensile stresses used for the design were obtained by adding the stresses from the critical conditions under both the environmental and vehicle loads. The prestress losses were obtained by considering actual field conditions. The effective post tensioning amount was determined by considering the design loads including environmental and vehicle loads and various losses, and the effect of the allowable tensile stress on the post tensioning amount was investigated. The initial stage of the design of the longitudinal post tensioning is to obtain the stresses under the design loads and the required prestress determined by subtracting the allowable tensile stress from the design stress. Then, the optimal tendon spacing and the tensioning amount can be obtained by comparing with the effective tensioning amount including various stress losses.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2011.04a
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• pp.743-746
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• 2011

본 연구에서는 유한요소해석을 이용하여 차량속도 및 긴장재의 설계에 따른 CFTA 거더의 동적거동 및 동적증폭계수를 분석하였다. 긴장재의 해석변수로서는 긴장재의 양과 긴장력을 고려하였으며 차량하중은 도로교설계기준의 DB-24 하중을 선택하였다. 차량하중은 3축-2트랙에 작용하는 등가절점하중으로 변환하여 속도에 따라 시간함수로 모델링하였다. 긴장재의 양은 외측 �� 내측 덕트의 유무에 따라 변화시켰으며 긴장력은 설계긴장력의 0%에서 100%까지 25%씩 증가시켰다. 차량속도는 40km/hr에서 100km/hr까지 20km/hr씩 증가시켰으며, 해석결과 긴장재의 긴장력 변화는 거더의 동적거동에 영향을 주지 않았으며 초기처짐에만 영향을 주었다. 긴장재의 양에 따라서는 거더의 동적거동이 다르게 나타났으며 긴장재의 양이 적을 수록 동적처짐은 증가하였다. 이를 바탕으로 거더의 동적증폭계수(DAF)를 산출하였으며, 이 결과 긴장재가 없는 경우에도 도로교표준시방서에서 정한 기준 값보다 매우 작은 거동을 보였다.

• Proceedings of the Korea Concrete Institute Conference
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• 2009.05a
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• pp.127-128
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• 2009

This study was conducted to develop the design methodology of longitudinal post tensioning for the prestressed concrete pavement (PSCP).

• Journal of the Korea institute for structural maintenance and inspection
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• v.13 no.5 s.57
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• pp.121-132
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• 2009

This paper introduces an experimental verification and a field application of the proposed technique using the combination of FEM and HGA about the loss prestressing force of an exteranl tendon by above same authors. The vibration tests have been conducted by using a laboratory models and the externally prestressed tendon at the field and the natural frequencies are extracted from the vibration tests. The proposed technique based on the extracted natural frequencies is applied. It is seen that the errors in the tension and lost prestressing force by proposed technique are about 4% from a laboratory model test. For the model verification at field, exact modeling has beem made with Rayleigh damping. It is seen that the error in the tension by proposed technique is less than 1% and the estimated lost prestressing force converges less than the exact value.

• Journal of Korean Society of Steel Construction
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• v.14 no.1
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• pp.79-85
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• 2002

Recently, prestressed H-Beam bridges with external unbonded Tendons are increasingly built. The mechanical behavior of prestressed steel H-beams is different from that of normal bonded PSC beams in a point of the slip of tendons at deviators and the change of tendon eccentricity that occurs, when service load are applied in external unbonded steel H-beams. The concept of prestressing steel structures has been widely considered, in spite of long and successful history of prestressing concrete members. In the study, The flexural test on prestressed steel H-beams has been performed in the various aspects of prestressed H-beam including the tendon type and profile. The load was plotted against the deflection and the strain respectively in the steel beam and prestressing bars. The value expected with the equation of internal force equilibrium and compatibility between the deflection of the bars and the H-beam was found to correlate well with the measured data.

• International Journal of Highway Engineering
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• v.10 no.4
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• pp.269-279
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• 2008

This study was conducted to develop the design methodology of transverse post-tensioning for the prestressed concrete pavement (PSCP). The transverse stress distribution was analyzed when the transverse anchor spacing changed. The tensile stress distribution in the PSCP slab due to the environmental and vehicle loads was also investigated. The reasonable methods were discussed to determine the design loads including environmental and vehicle loads and the PSCP allowable tensile stress used for the basis of the selection of the stress application amount from the tensioning. The results of this study showed that as the transverse anchor spacing increased, the range of the stress loss became larger and the stress loss was significant near the shoulder. The design of the transverse post-tensioning can be performed by obtaining the stresses under the design loads and by considering the allowable tensile stress; however, the tensile stresses at different locations such as the shoulder, wheel pass, and slab interior should also be checked and kept below the allowable tensile stress.

• Journal of Korean Academy of Nursing
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• v.24 no.2
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• pp.241-250
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• 1994

어머니와 아기의 관계는 가장 기초적인 인간관계로서 아기의 탄생은 한 가족의 생활에 지대한 영향을 미치는 것으로 알려져 왔다. 아기 출산후 어머니들이 겪는 변화는 초산모와 경산모가 달라 새로 태어난 아기의 양육도 책임지며, 다른 자녀와의 관계도 유지해야하는 경산모는 초산모보다 더 많은 역할을 수행하여야 한다. Rubin(1967)은 이것을 다자손(poly-Progeny)의 문제라고 서술하면서, 경산모의 어려움을 언급하였다. 그러나 사회에서나 간호현장에서는 처음 어머니가 된 초산모를 어떻게 도와야 하는가에 주로 관심을 갖고 있으며, 그동안 이루어진 연구도 초산모를 대상으로 하는 것들이 대부분이었다. 이에 본 연구에서는 산후 4개월된 초산모와 경산모의 모성역할 긴장과 모성역할 획득정도의 차이를 조사하였다. 연구결과 모성역할 획득 중 모성역할 수행과 모성 정체감은 초산모와 경산모에 따라 차이가 없었으나, 아기와의 상호작용은 초산모가 경산모보다 더 많이 한다고 보고 하였다. 모성 역할 긴장은 경산모가 초산모보다 더 느끼는 것으로 나타났으며, 어머니의 연령과 남편의 지지를 공변량 처리하여 보았을 때도 경산모가 초산모보다 모성역할 긴장을 더 느끼고 있었다.

• Journal of Korean Society of Steel Construction
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• v.10 no.4 s.37
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• pp.701-708
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• 1998

The application of additional post-tensioning tendons has recently been widely considered and requires very little interference with the existing structure. Several bridges on the national roadway designed as the second class were strengthened by external post-tensioning for the capacity enhancement purpose, but much of that strengthening work was not verified analytically as well as experimentally. This paper examines experimentally the behavior of simple composite steel-concrete beams designed as the second class(DB-18) When they are strengthened with external post-tensioning tendon. Test results show that external post-tensioning increases the ultimate load and the magnitude of tendon force increases the yield load but not the ultimate load.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.28 no.5A
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• pp.747-756
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• 2008

The purpose of this paper is to investigate the effect of the important parameters on the transfer length during the dynamic flame cutting of tendon experimentally. The considered parameters were strand diameter, concrete cover thickness, stirrup, debonding strand and release method. Ten pretensioned concete beam specimens were cast and tested. Time history curves for the axial strain of tendon were measured by electrical resistance strain gauges mounted on the strands. Experimental results indicated that large dynamic shock effects occurred near cut-end during the sudden release. The prestressing forces are dependent on the parameters above considered. The ratio of residual prestressing forces of 12.7 mm strands is greater than 15.2 mm strands. Using debonding strand and gradual release are more efficient for applying prestressing forces.