• 한국강구조학회 논문집
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• 제27권5호
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• pp.483-491
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• 2015

앵글을 전단연결재로 사용한 시공개선형 합성보(BESTOBEAM)의 전단연결재 길이에 따른 전단 내력을 실험적으로 평가하고 전단내력 설계식을 제안하였다. Eurocode 4의 경우와 달리 BESTOBEAM의 전단연결재는 등분포 하중을 받는 보의 거동과 유사하며 그 순경간(BESTO Width)에 따라 전단 내력이 달라진다. BESTO Width와 콘크리트의 강도에 따른 전단 내력을 Push-out 실험을 통해 측정한 결과 BESTO Width가 길어질수록 내력이 감소하고 연성능력은 증가하는 경향을 보였다. 실험결과를 반영하여 Eurocode 4의 설계식을 수정하여 새로운 설계식을 제안하였다. 제안된 설계식을 통해 예측된 전단연결재의 강도는 10% 오차 범위 이내로 잘 맞는 것을 확인할 수 있었다. 따라서 앵글을 전단연결재로 사용한 BESTOBEAM의 전단 강도 설계에 제안된 식을 사용할 수 있을 것으로 판단된다.

• 한국안전학회지
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• 제21권4호
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• pp.85-94
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• 2006

In this study, in order to evaluate the effect of two types of connector systems in reinforced retaining wall, the centrifugal tests for the conventional connector and new settlement connector system were performed. In the centrifugal tests, the aluminum plate for the face was used and the aluminum foil was used as a reinforcement. The granite soil was adopted as a fill. As a result, The settlement reinforced retaining wall reached to the failure at 80g-level. In contrast, the conventional reinforced retaining wall was collapsed at 69g-level. It means that the settlement reinforced retaining wall has the stronger stability than the conventional reinforced retaining wall. In addition, it was shown that the settlement connector system is more effective to release the stress concentration occurred at the face of reinforced retaining wall than the conventional connector system.

• 한국산학기술학회논문지
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• 제13권1호
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• pp.33-38
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• 2012

본 연구에서는 나선형 형태의 와이어를 자동차 무선통신(5.925GHz)용 차량 커넥터에 적용 가능성을 제안하였다. 이 나선형 와이어 형태의 커넥터 설계는 나선형 평균 반경, 나선형 피치, 나선형 와이어 자체의 반경, 나선형와이에서 접지 부분까지의 거리를 중요 설계인자로 판단하여 실시하였다. 이 같은 설계 해석 및 결과는 자동차 통신용 커넥터 설계를 위한 가장 적합한 나선형 와이어 치수 결정에 사용될 수 있을 것이다. 나선형 와이어가 삽입된 최적화된 자동차 WAVE용 커넥터는 삽입손실이 5.925GHz 대역에서 -0.76dB 이내로 발생되었다. 이 삽입손실 결과는 기존의 일반 커넥터에 비하여 21% 성능이 향상된 것이다. 따라서, 본 커넥터 해석결과는 자동차 통신을 위한 고주파대역의 최적 커넥터 설계에 유용하게 사용할 수 있을 것이다.

• 인터넷정보학회논문지
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• 제6권2호
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• pp.49-57
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• 2005

컴포넌트 기반 개발방법에서 컴포넌트간의 상호작용을 수행하는 커넥터의 역할은 매우 중요하다. ADL을 기반으로 한 대부분의 커넥터 운용방식은 컴포넌트의 요구순서에 따른 FIFO방식을 택하고 있다. 그러나 이러한 방식은 다양한 특성을 가지는 많은 컴포넌트의 요구발생시 효율적인 운용이 어렵다. 본 연구에서는 컴포넌트의 처리시간을 고려한 우선순위 커넥터를 설계 및 구현하였다. 또한, 정형화된 명세를 위하여 Wright 아키텍처를 이용하였다. 제안된 커넥터의 적용결과는 기존의 FIFO 방식과 비교하여 전체 처리시간에서 388ms 더 소요되었다. 그러나 처리시간이 짧은 컴포넌트들부터 우선적으로 처리할 수 있었다. 또한, 커넥터에서 컴포넌트 처리대기시간은 기존의 FIFO 방식이 23323.1ms이며, 제안기법은 12731,27ms으로 나타남으로서 컴포넌트 처리 대기시간을 감소시킬 수 있었다.

• 한국안전학회지
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• 제26권3호
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• pp.59-62
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• 2011

Among the accidents and failures that occur during concrete construction, many are formwork failures which usually happen when concrete is being placed. A system of formwork filled with wet concrete has its weight at the top and is not basically a stable structure. Slab formwork consists of sheathing, stringer, hanger and shore. There are several types of adjustable shores. In construction site, pipe supports are usually used as a shore of slab formwork. In this study, pipe support systems with/without horizontal connector were measured by buckling test. Buckling load of respective pipe support system was analyzed by structural analysis program(MIDAS). Buckling load of pipe support with/without horizontal connector was got by test and structural analysis. According to these results, we know that horizontal connector made pipe support system very safe. Buckling load of pipe support with horizontal connector is 56% higher than that without horizontal connector. So horizontal connector is important in slab formwork systems. Finally, the present study results will be used to design slab formwork system safely in the construction sites.

• 한국강구조학회 논문집
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• 제18권2호
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• pp.279-288
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• 2006

합성보의 전단연결재는 국내외에서 연구가 진행되어 콘크리트 슬래브와 철골보의 합성율을 개선시킬 수 있는 디테일이 많이 개발되어 사용 중에 있다. 현재 보편적으로 사용되는 스터드는 내력산정의 편이성과 시공성 등이 조합되어 가장 많이 적 용되고 있으나, 철근이나 ㄷ형강 등도 일부 개발되어 적용되고 있다. 본 연구는 합성보 연구의 일부로서 기존에 사용되던 스터드와 동등 이상의 내력과 연성을 확보할 수 있는 전단연결재를 개발하고, 합성보의 시어 커넥터에 대한 구조설계 및 시공에 필요한 기초 자료를 제시한 것이다.

• 대한치과보철학회지
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• 제44권1호
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• pp.29-39
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• 2006

Statements of problem: Zirconia core is used for posterior fixed partial dentures because it's good mechanical properties. Stress is concentrated on connectors in fixed partial dentures, so the proper design of connector areas is needed for adequate mechanical long-term properties of any prosthesis. The area of connector is critical, but tooth size and surrounding soft tissue limit the connector design. Purpose: The purpose of this study is to compare fracture strengths between different connector designs of zirconia core for posterior fixed partial dentures manufactured with CAD/CAM system and determining the optimal connector design satisfying strength and hygiene. Material and method: The following four groups of 40 posterior fixed partial denture specimens(each group 10) were fabricated as followed; group 1 vertical height of connector is 3mm (control group, all groups have the same condition); group 2, lingual vertical 1mm reinforcement on connector; group 3, lingual vertical 2mm reinforcing on connector and group 4, lingual vertical 3mm reinforcing on connector. Specimens were subjected to compressive loading on the central fossa of pontic by instron. SEM was used to identify the initial crack and characterize the fracture mode. Results: The results were as follows: 1. The mean fracture load of the non-lingual reinforcing group was 1212N and the lingual vertical 1mm reinforcing group was 1510N, the lingual vertical 2mm reinforcing group was 1882N, the lingual vertical 3mm reinforcing group was 1980N. 2. The reinforcing groups were statistically significant compared to non-reinforcing groups(P<0.001). 3. There were 2, 3mm reinforcing groups that were statistically significant compared to 1mm reinforcing groups(P<0.001), and the 3mm reinforcing group was not statistically significant compared to 2mm reinforcing groups(P>0.05) 4. Fractures were initiated in gingival embrasures of connectors and processed to the loading site. Conclusion: In this study, lingual reinforcement of connector for improved strength of zirconia based fixed partial denture is nessasary. And long-term study for clinical application is required

• 전기학회논문지P
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• 제59권4호
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• pp.462-466
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• 2010

The purpose of this study is to evaluate the safety of a wire connector fabricated for the effective installation of a lighting fixture including its contact resistance, insulation resistance, withstanding voltage characteristics, etc., and to provide the basis for the analysis and judgment of PL(Product Liability) dispute by presenting a damage pattern due to a general flame and overcurrent. This study applied the Korean Standard (KS) for the incombustibility test of the connector using a general flame and performed an overcurrent characteristics test of the connector using PCITS (Primary Current Injection Test System). The contact resistance of the housing connector was measured using a high resistance meter and the insulation resistance was measured using a multimeter. In addition, a supply voltage of AC 1,500V for testing the withstanding voltage characteristics was applied to both ends of the connector. Measurement was performed on 5 specimens and the measured values were used as a basis for judgment. Since the connector is fabricated in the form of a housing, it can be connected and separated easily and has a structure that allows no foreign material to enter. In addition, since it has a structure that allows wires to be connected only when their polarity is identical, any misconnection that may occur during installation can be prevented. When the incombustibility test was performed by applying a general flame to the connector, it showed outstanding incombustibility characteristics and the blade and blade holder connected to the housing remained firmly secured even after the insulation sheath (PVC) was completely destroyed by fire. In addition, the mechanism of the damaged connecting wire showed a comparatively uniform carbonization pattern and it was found that some residual melted insulation material was attached to both ends. In the accelerated life test (ALT) to which approximately 500% of the rated current was applied, the connector damage proceeded in the order of white smoke generation, wire separation, spark occurrence and carbonization. That is, it could be seen that the connector damaged by overcurrent lost its own metallic color with traces of discoloration and carbonization. The contact resistance of the connector at a normal state was 2.164mV/A on average. The contact resistance measured after the high temperature test was 3.258mV/A. In addition, the insulation resistance after the temperature test was completed was greater than $10G\Omega$ and the withstanding voltage test result showed that no insulation breakdown occurred to all specimens showing stable withstanding voltage and insulation resistance characteristics.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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• pp.561-566
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• 2001

Load at steel beam column joints transfered by beam depend on bond strength between concrete and steel tube. But it is different to transmit a load efficiently in the established concrete filled steel tubular column. Therefore, shear-connector is demanded for transfering loads efficiently. An ascent of bond stress and a transmission of load after debonding are expected by a reinforcement of shear-connector

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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• pp.567-572
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• 2001

A transmission of load that is transmitted by beam in steel beam-column joint depends on bond strength between concrete and steel tube. But it is different to transmit a load efficiently in the established concrete filled steel tubular column. Therefore, shear-connector is demanded for a reinforcement about a transmission of load. An ascent of bond stress and a transmission of load after debonding are expected by a reinforcement of shear-connector.