• 한국강구조학회 논문집
• /
• 제19권1호
• /
• pp.67-78
• /
• 2007

웨브강판의 상세에 따른 골조강판벽의 거동특성을 연구하기 위하여 실험 연구를 실시하였다. 실험체는 웨브강판에 스티프너를 사용하지 않은 3층 골조강판벽을 1/3 축소모델로 제작하였다. 주요 실험 변수는 골조와 웨브강판의 연결 상세로서, 용접접합과 볼트접합, 강판의 용접부위 및 길이, 연결강판벽이다. 골조강판벽 실험체들은 대체로 실험변수와 관계없이 우수한 강도, 변형능력 그리고 에너지소산능력을 나타냈다. 다만, 볼트접합을 사용한 강판벽은 강판의 전 모서리를 용접한 강판벽보다 다소 작은 변형능력을 나타냈다. 이러한 결과는 시공성과 경제성 향상을 위해 강판 구조성능의 큰 손실 없이 다양한 상세를 사용할 수 있음을 보여주었다. 본 연구의 실험결과와 해석결과를 토대로 다양한 상세를 갖는 강판벽 실험체의 강도 및 에너지소산능력을 예측할 수 있는 방법을 제시하였다.

• Steel and Composite Structures
• /
• 제41권5호
• /
• pp.681-695
• /
• 2021

Many existing transmission or communication towers designed several decades ago have undergone nonreversible performance degradation, making it hardly meet the additional requirements from upgrades in wind load design codes and extra services of electricity and communication. Therefore, a new-type non-destructive reinforcement method was proposed to reduce the on-site operation of drilling and welding for improving the quality and efficiency of reinforcement. Six built-up steel angle members were tested under compression to examine the reinforcement performance. Subsequently, the cyclic loading test was conducted on a pair of steel angle tower sub-structures to investigate the reinforcement effect, and a simplified prediction method was finally established for calculating the buckling bearing capacity of those new-type retrofitted built-up steel angles. The results indicates that: no apparent difference exists in the initial stiffness for the built-up specimens compared to the unreinforced steel angles; retrofitting the steel angles by single-bolt clamps can guarantee a relatively reasonable reinforcement effect and is suggested for the reduced additional weight and higher construction efficiency; for the substructure test, the latticed substructure retrofitted by the proposed reinforcement method significantly improves the lateral stiffness, the non-deformability and energy dissipation capacity; moreover, an apparent pinching behavior exists in the hysteretic loops, and there is no obvious yield plateau in the skeleton curves; finally, the accuracy validation result indicates that the proposed theoretical model achieves a reasonable agreement with the test results. Accordingly, this study can provide valuable references for the design and application of the non-destructive upgrading project of steel angle towers.

• 한국자기학회:학술대회 개요집
• /
• 한국자기학회 2011년도 임시총회 및 하계학술연구발표회
• /
• pp.105-105
• /
• 2011

• 제어로봇시스템학회:학술대회논문집
• /
• 제어로봇시스템학회 1988년도 한국자동제어학술회의논문집(국내학술편); 한국전력공사연수원, 서울; 21-22 Oct. 1988
• /
• pp.590-591
• /
• 1988

In this paper computer control system is introduced for the reheating furnace in steel making process, and in order to support computer system and process operation, the configuration of expert system application is demonstrated breefly, which is under development.

• 한국관개배수논문집
• /
• 제13권2호
• /
• pp.310-322
• /
• 2006

• 센서학회지
• /
• 제9권2호
• /
• pp.141-145
• /
• 2000

용강 및 고온슬래그의 현저한 저항차를 이용한 제강용 슬래그 두께 측정시스템을 개발하기 위하여 시험용 저항센서형 검출소자 제작 및 측정시스템을 구성하고 측정실험을 통하여 저항센서형 슬래그 측정시스템의 효율 및 측정정도 측면에 대하여 분석하였다. 분석결과 용강 및 슬래그의 저항차는 $10^3$ order로 확인되었으며 용강 및 슬래그의 이러한 현저한 저항차를 이용하여 고정도로 슬래그 두께를 측정할 수 있음을 보여주었다.

• Tribology and Lubricants
• /
• 제26권1호
• /
• pp.73-77
• /
• 2010

One of the important trends for condition monitoring in the 21st century is the development of smart sensors that will permit the cost-effective continuous monitoring of key machine equipments. In this study, an integrated in-line oil monitoring sensor assigned for continuous in situ monitoring multiple parameters of oil performance is presented. The sensor estimates oil deterioration based on the information about chemical degradation, total contamination, water content of oil and oil temperature. The oil oxidation is estimated by "chromatic ratio", total contamination is measured by the changes in optical density of oil in three optical wave-bands ('Red', 'Green' and 'Blue') and water content is evaluated as relative saturation of oil by water. In order to evaluate the sensor's effectiveness, the sensor was applied to several used oil samples in steel making industry and the results were compared with those measured by standard test methods.

• 상하수도학회지
• /
• 제31권6호
• /
• pp.619-628
• /
• 2017

As the 3D laser scanning technology capable of databaseing large sewage box culverts becomes possible, it is necessary to develop a standardization manual that can clearly distinguish the structural and operational defect types of box culver and analyze the defect data. In this study, we collected and analyzed defects in sewage box culverts of 14,827m in total by selecting three districts in Korea. The major defects were surface damages, and their defect densities were $2.17m^2/m$, $0.27m^2/m$ and $0.10m^2/m$ for aggregate exposure, Steel reinforcement exposure, and Steel reinforcement projecting. In order to support the decision of the box culverment management, it was divided into five grades and each defect code and defect score were allocated. The results of this study are useful for the diagnosis of the sewage box culverts in Korea and it is expected to support a decision making for management.

• 대한설비공학회:학술대회논문집
• /
• 대한설비공학회 2008년도 하계학술발표대회 논문집
• /
• pp.637-642
• /
• 2008

The concept of district heating involves centralised heat production where heat is distributed to consumer via a piping network. The objective of this work is to identify the Flexible Pipe from an economy, execution, maintenance point of view. Flexible Pipe has in some countries, especially in Europe, been used for many years in district heating. In spite of years of experience, there still exist doubts about the possibilities of using flexible pipes in district heating applications, mostly because of no experiences in domestic market. The advantage of flexible pipe systems is their flexibility. This holds not only for the inner pipe but also for the total pipe system including insulation and jacket. Even for the largest diameter the minimum radius of curvature is given to 1.5m. The most important difference between flexible pipe systems and preinsulated steel pipes is their simple and quick assembly. Such information could provide a basis for making reasonable hypotheses about consumer preferences, to foam a basis for making future marketing more effective.

• 한국건축시공학회지
• /
• 제8권2호
• /
• pp.63-70
• /
• 2008

Reinforcing steel work plays an important role in terms of its structural performance or weight of construction cost for reinforced concrete structures. Precise estimation of re-bar quantity gives a basis for managing the reinforcing steel work effectively. However, the estimation process is still performed ineffectively based upon the expert's experience or manpower in spite of the advanced technology or improvement efforts. Therefore, the purpose of this research is to develop a prototype system for taking-off the quantity of reinforcing steel bars quickly and accurately in an order consistent with the specific members identified on the drawings. An estimate algorithm considering the connection, settlement and coating thickness of re-bars was suggested regarding to their replacement conditions which places more emphasis on constructibility. Also, this system produces the shop drawings automatically with the calculation results with work zone information.