• 한국콘텐츠학회논문지
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• 제10권12호
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• pp.406-414
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• 2010

본 연구는 체험마케팅 요소가 축제브랜드 충성도에 어떠한 영향을 미치는지 알아보고자 하였으며, 연구 결과는 다음과 같다. 첫째, 연령과 수입의 2부분에서 인지적 체험항목에 차이가 있는 것으로 나타났다. 둘째, 둘째, 체험마케팅의 감각적 체험, 감성적 체험, 인지적 체험의 모든 항목이 축제브랜드 충성도에 정(+)의 영향을 미치는 것으로 나타났다. 이를 통해 첫째, 향후 축제브랜드 강화를 위해 축제 체험마케팅에 대한 개발에 대한 하나의 새로운 자료를 제시할 수 있었다. 둘째, 축제와 체험마케팅을 적용한 새로운 연구로써, 축제와 같은 무형적 상품을 통한 체험마케팅도 브랜드충성도 강화에 영향을 미칠 수 있다는 것을 알 수 있었다.

• 한국지반공학회지:지반
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• 제13권1호
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• pp.159-168
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• 1997

보강재의 방향, 표면거칠기 그리고 점토의 함수비가 보강점토의 응력-변형률 거동 및 파괴거동에 미치는 영향을 조사하기 위하여 강으로 보강된 점토를 대상으로 일축압축시험을 실시하였다. 시험결과 보강점토 강도의 증가 또는 감소는 보강재의 방향과 점토의 함수비에 영향을 받고 있는 것으로 나타났다. 보강재 설치방향에 따른 점토의 강도저하는 점토와 보강재의 경계면 끝에서 발생된 균열과 관련이 있는 것으로 판단된다. 파괴역학 이론을 적용하여 보강점토의 파괴 거동에 대한 이론적인 고찰을 하였으며 시험 결과를 이론적인 예측결과와 비교하였다. 폐합된 균열이 내재된 물질의 파괴기준을 적용하여 예측한 균열진행 방향은 시험으로부터 측정된 값과 비교적 잘 일치되었다.

• KCI Concrete Journal
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• 제11권3호
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• pp.79-88
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• 1999

Most difficulties of inducing high fluidity on the concrete mixing design with a strength range of 210 to 240kg/$\textrm{cm}^2$ result from the segregation of aggregates due to the shortage of cementitious binders. To solve the problem, this study concentrated on finding the optimized amount of binder material which does not affect the concrete strength and is also economical. Also there were studies on the use of intermediate sized aggregates to avoid the gap-grading between coarse and fine aggregates so that the material segregation in high flowing concrete was and minimalized the fluidity and penetration capacity of the reinforcing bars was enhanced. Throughout the parametric study with respect to water/binder ratio. superplasticizer. replaceable mineral admixture, the size of coarse aggregate and mixing methods, the effect of each constituent on the characteristics of high flowing concrete could be observed. As a result or partially using stone powder or an intermediate class of aggregate (max. diameter 13mm) . it was fund that the fluidity of concrete significantly increased without material segregation and any change of compressive strengths. It was also proved in this study that proper mixing time and speed are significant factors influence the performence of high flowing concrete.

• KCI Concrete Journal
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• 제12권1호
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• pp.91-99
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• 2000

A new type of retrof=t anchor bolt that uses deformed reinforcing bars and a commercial adhesive was developed and then an experimental study was carried out to determine the behavior of the anchors in direct shear. The steel-to-concl몫ete interface was tested. Plain concrete slabs with about 20-MPa compressive strength were used for 23 direct shear tests performed Test variables were anchor diameters (D16, D22. and D29) and edge effect. Three different shear tests were completed: simple shear, edge shear where anchors were pulled against the concrete core, and edge shear where anchors were pushed against the concrete cover In the simple and the edge shear tests where the anchors were pulled against the core, the theoretical dowel strength determined by (equation omitted) was achieved but with relatively large displacements. The shear resistances increased with the increasing displacements. In the edge shear test where the anchors were pushrd against the cover, the peak shear strengths signif=cantly lower than the theoretical dowel strength were determined due to cracks developed in concrete when the edge distance was 80 mm. The peak strengths were about 50% of the dowel strength for Dl6 bar. and about 25% or less of the dowel strength for D22 and D29 bars. Test results revealed that the edge shear where the anchor was pushed against the cover controled.

• 한국안전학회지
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• 제11권2호
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• pp.60-66
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• 1996

In order to look into the internal structure and electrical properties of insulating Silicone rubbers added reinforcing fillers ; Silica(0-140 phr ), and to examine the behavior of charged particles, and the properties of thermally stimulated current (TSC) are investigated, respectively. From the TSC which are formed by applying the electric field of 2~5 ㎸/mm to specimen at temperature range from -150 to $270^{\circ}C$, the results arp as following. In the case of non-filled specimen, four peaks of $\delta$, $\gamma$ , $\beta$ and u are obtained at the temperature of $-120^{\circ}C$, $-60^{\circ}C$, $20^{\circ}C$ and $130^{\circ}C$, respectively and the case of filled specimen, three peaks of $\delta$, ${\alpha}_2$ and ${\alpha}_1$ are observed at the temperature of of $-120^{\circ}C$, $80^{\circ}C$ and $130^{\circ}C$, respectively. The origins of these peaks are that, the $\delta$ peak seems to the result from the contribution of side chain methyl radical, and the $\beta$ peak from the depolarization of space charge polarization owing to added imputity during during manufacturing specimens, and the $\beta$ peak from the orientation of $Si-CH_3$dipole, and the ${\alpha}_2$ near the temperature of $130^{\circ}C$ from carboxyl acid that is formed by the thermal oxidation of high temperature.

• 한국자동차공학회논문집
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• 제24권1호
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• pp.16-23
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• 2016

The EWB(electronic wedge brake) is one in which the braking force is developed in a wedge and caliper system and applied to a disk and wedge mechanism. The advantage of the wedge structure is that it produces self-reinforcing effect and hence, utilizes minimal motor power, resulting in reduced gear and current. The extent of use of clamping force sensors and protection from failure of the EWB system directly depends on the level of vehicle mass production. This study investigated the mathematical equations, simulation modeling, and failsafe control algorithm for the clamping force sensor of the EWB and validated the simulations. As this EWB system modeling can be applied to motor inductance, resistance, screw inertia, stiffness, and wedge mass and angle, this study could improve the accuracy of simulation of the EWB. The simulation results demonstrated the braking force, motor speed, and current of the EWB system when the driver desired to the step and pulse the brake force inputs. Moreover, this paper demonstrated that the proposed failsafe control algorithm accurately detects faults in the clamping force sensor, if any.

• 터널과지하공간
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• 제26권6호
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• pp.466-474
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• 2016

터널의 윗부분이 모래자갈인 지층에서 터널을 시공하기 위하여 터널천정부를 그라우팅으로 굴착 전에 미리 보강하였다. 지하수가 있는 구간에서 강관다단그라우팅으로 LW 혹은 초미립자시멘트의 SSM을 주입하여 지하수 유출을 억제함과 동시에 모래자갈층의 강도를 높여 터널을 안전하게 시공할 수 있었다. 지하수가 배수되어 버린 구간에서는 제트그라우팅으로 보강한 후 터널을 시공하였다. 그라우팅 주입 후의 보강효과는 터널굴착 중 지하수의 유출 여부와 터널천정의 모래자갈이 부착되어 있지 않고 탈락하는지 여부로 확인하였다.

• 사회경제평론
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• 제31권3호
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• pp.1-27
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• 2018

본 연구에서는 문재인 정부 출범 후 1년 간 실시된 소득주도 성장정책을 평가하고 소득주도성장의 외연확장 과제를 모색해 보았다. 분수효과를 확대하고 낙수효과를 복원하며, 증세 규모를 뛰어넘는 재정의 확대가 필요함을 강조하였다. 그러나 한국경제가 여전히 풀기 어려운 두 가지 난제는, 인구감소에 따른 저성장의 기본 추세를 되돌리기 어렵다는 점과 한국 특유의 독과점 구조가 고착되어 자원배분의 경화현상이 치유하기 힘들 정도로 악화되었다는 점이다. 소득주도성장론에 입각한 정책이 분배를 조금 개선하는 정도의 노력에 머무른다면 그 효과는 제한적일 것이다. 진정으로 패러다임 전환을 원한다면 소득주도성장의 취지를 살리는 동시에 광범위한 개혁 과제에 도전해야 한다.

• Computers and Concrete
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• 제10권1호
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• pp.59-78
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• 2012

Although the effect of corrosion of reinforcing bar on the shear behavior of the reinforced concrete (RC) beam had been simulated by tests of the beam with unbonded, half-exposed or whole-exposed tensile steel reinforcements as well as defective stirrup anchorages, theoretical methods to accurately predict remaining capacity of this kind of RC beams, especially shear capacity, are still lacking. Considering the possible position of the critical inclined crack, the actual pattern of strains in the concrete body within the partial length and the proposed compatibility condition of deformations of the RC beam, shear strength of the RC beam with unbonded or exposed tensile steel reinforcements and/or defective stirrup anchorages is predicted. Comparison between the model's predictions with the experimental results published in the literature shows the practicability of the proposed model. Influence of the length of unbonded or exposed tensile steel reinforcements and the percentage of stirrups lacked end anchorages on the shear strength of the RC beam is discussed. It is concluded that, the shear strength of the RC beam with unbonded or exposed tensile steel reinforcements and/or defective stirrup anchorages is greatly influenced by the length of unbonded or exposed tensile steel reinforcements and the percentage of stirrups lacked end anchorages, this influence can be adverse, insignificant or even favourable, dependent on the given parameters of the corresponding normal bonded RC beam.

• Computers and Concrete
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• 제10권3호
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• pp.241-258
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• 2012

The need for long-span members increases gradually in recent years, which makes issues not only on ultimate strength but also on excessive deflection of horizontal members important. In building structures, the post-tension methods with unbonded tendons are often used for long-span members to solve deflection problems. Previous studies on prestressed flexural members with unbonded tendons, however, were mostly focused on the ultimate strength. For this reason, their approaches are either impossible or very difficult to be implemented for serviceability check such as deflection, tendons stress, etc. Therefore, this study proposed a flexural behavior model for post-tensioned members with unbonded tendons that can predict the initial behavior, before and after cracking, service load behavior and ultimate strength. The applicability and accuracy of the proposed model were also verified by comparing with various types of test results including internally and externally post-tensioned members, a wide range of reinforcement ratios and different loading patterns. The comparison showed that the proposed model very accurately estimated both the flexural behavior and strength for these members. Particularly, the proposed model well reflected the effect of various loading patterns, and also provided good estimation on the flexural behavior of excessively reinforced members that could often occur during reinforcing work.