더블앵글 접합부는 저층 철골조에 많이 사용된다. 본 연구에서는 더블앵글 접합부에 사용된 볼트의 개수 변화가 접합부 회전강성 변화에 미치는 영향을 시험을 통하여 파악하고, 모멘트-회전각 관계 곡선의 회귀분석을 통하여 초기강성, 소성강성, 참조모멘트, 곡선형태변수 등을 획득하였다. 또한 더블앵글 접합부의 초기강성이 접합부의 모멘트 지지능력을 파악하는데 매우 중요한 변수라는 것이 밝혀졌기 때문에 이러한 초기강성 산정을 위한 해석모델도 제안하였다.

저층 철골조의 시공에 있어서 더블앵글 접합부는 매우 효과적인 접합부의 한 형태로 취급된다. 더블앵글 접합부의 접합부 강성은 앵글의 두께, 볼트 게이지 거리, 볼트의 개수 등과 같은 여러 변수에 따라서 변화한다. 본 연구에서는 볼트수의 변화가 더블앵글 접합부의 모멘트-회전각 관계에 미치는 영향을 파악하기 위하여 세 개의 더블앵글 접합부 실험이 수행되었다. 각각의 실험결과에 근거하여 각 실험에 사용된 더블앵글의 회전강성은 회귀분석을 통하여 산정되었다. 회귀분석결과 더블앵글 접합부의 접합부 강성은 볼트의 개수가 증가함에 따라서 함께 증가한다는 결론을 얻었다.

Frame is one of the most commonly used structural systems for the resistance of applied loads. Many researchers have recently conducted their studies to investigate the effect of several parameters such as the connection flexibility, boundary condition of each support, beam-to-column stiffness ratio. These parameters play important roles on the characteristic behavior of frames. A simplified spring model is proposed to obtain the story drifts of frames with various beam-to-column connection stiffnesses in this research. A point bracing system with adequate spring stiffness is also suggested to establish the relationship between the applied load and the resisting translational spring stiffness within the limit state of story drift.

ICB 공정으로 선행 증착한 Cu Seeding 층이 이후의 CVD 공정으로 증착하는 최종의 Cu 박막의 기계적 전기적 특성에 미치는 영향을 고찰하였고, seening을 하지 않은 CVD-Cu 박막과의 특성을 비교하였다. seeding 층을 형성한 경우의 CVD-Cu 박막에 있어서 증착 속도가 증가하였으며, grain 크기의 균일성도 향상되는 경향을 보였다. 증착된 Cu 박막은 seening에 무관하게 모두 FCC 우선배향인 (111)의 결정배향을 나타냈으며, seeding 우에 성정된 박막의 경우 I111/I200비가 향상되었다. 180˚C의 동일 조건하에서 증착하는 경우 40Å seeding층 위에 성장한 박막의 전기비저항이 2.42μΩ.cm로 낮은 값을 나타내었으며, 130Å seeding 경우는 오히려 전기비저항이 증가하는 경향을 나타내었다. Cu 박막의 접착력은 seeding층의 두께가 0Å에서 130Å으 증가함에 따라 21N에서 27N 으로 향상되었다.

The purpose of this study is to analyze the spillover effect of R & D investment focusing on agriculture sector. Therefore, the Korean industry is divided into 18 industries and the data period including 1970 ~ 2014 is analyzed. In addition, the method is based on the analysis of the production function, the growth contribution of the production factor, and the spillover effect of other industries that affect the agricultural output. The results of this study are summarized as follows. First, R & D investment has a positive effect on the production of Korean agriculture. Second, the impact of high tech industry R & D investment on Korean agriculture is positive. Third, the R & D investment in the public sector is relatively higher than the R & D investment in the private sector. In the R & D stage, the R & D investment of the first level technology has a great influence on the production of agriculture. As a result of this study, governments should consider the above mentioned research results to determine resource priorities based on limited resources in relation to R & D investments that contribute to production and economic growth.

De-icing work in highways has been changed from sand and calcium chlorides spreading to pre-wetted salt spreading since 2000s. Recently, the concern on the premature deterioration of concrete structures due to de-icing salts and its counter measurements has been increased. This paper describes the change of de-icing methods and deterioration due to chloride attack and specification of durable concrete.

Recently, due to record breaking temperature and other factors, bridge expansion joint closing, damage of shoe, narrow distance between abutment and deck is occurred frequently. Therefore, traffic flow was interrupted and vehicle damage was occurred because of expansion joint stick out. In this study, in order to reduce damage of expansion joint and other bridge facilities and to ensure safety of infrastructure, field survey and consulting works are performed for 91 bridges that distance between expansion joint is closed. Based on this study, cause of expansion joint closing are analyzed and maintenance strategy is suggested.

The purpose of this study is to explore the dynamic properties of causality and asymmetric price transmission in the distributional channel of the tomato market in Korea. Using the wholesale and retail price series of the tomato market, we obtain the following results. First, the price transmission mechanism reveals the causal relationship channeling from the wholesale price to the retail price. Second, we find an asymmetric price transmission from the analysis using the threshold partial adjustment model. The retail price responds strongly when the wholesale price increases. On the other hand, the retail price shows sluggish adjustment when the wholesale price decreases.

There are more than 9,300 bridges on the highway, of which about 34%(3,150) are PSCI bridges. The safety of these bridges is directly influenced by the tensile strength of the internal tendons(strand) and the strength of the concrete compared to the reinforcing bars from the design viewpoint. Therefore, in this paper, for the maintenance plan considering the damage of the internal tendons, the internal tendon cutting and truck loading test was conducted and deflection and appearance status change was analyzed. As a result of the test, deflection increased and flexural cracks occurred on center of the girder. And longitudinal direction cracks followed tendon placement occurred on a bottom flange.

In this study, the severing tests of prestressing steel in old PSCI bridges were carried out. The behavior of the bridge is investigated by measuring the displacement and strain at midpoints of severing girder. The effects of severing some prestressing steel were not noticeable enough to be visible.

In this study, the grouting condition and the corrosion of prestressing steel in old PSCI bridges were investigated. There are many places where the construction quality of the grout is poor to prevent the corrosion of prestressing steel. Partial surface corrosion was found regardless of the construction condition of the grout.

Post-tension system was applied most PSC bridges in Korea. Also Grouting was applied to prevent corrosion of the strand. For this reason, it is difficult to inspection the condition of the strand after completion. Therefore, in this paper, the Nondestructive testings(NDTs) developed at domestic and foreign was investigated. In addition, the current level and limit of the NDTs were analyzed considering the existing bridge environment. As a result of the study, Strand condition inspection using NDTs have been analyzed to have technical and environmental limitations.