• Journal of the Korean Institute of Telematics and Electronics D
• /
• v.36D no.11
• /
• pp.12-17
• /
• 1999

In this paper, we proposed a novel CB-CPW(Conductor Backed CPW) for suppression of crosstalk caused by PPL(Parallel Plate Line) mode in the millimeter wave frequency. The proposed structure is formed by the GaAs main substrate attached on the Si lossy layer. The PPL mode can be suppressed by the Si lossy layer of conductivity ${\sigma}$, and it reduces the crostalk between the nearby transmission lines. Using 200 um thick Si substrate of ${\sigma}$ = 30S/m, as the lossy layer, the crosstalk can be suppressed below - 40 dB at 60 GHz. The proposed method is costly effective because inexpensive Si wafer is employed to suppress the PPL mode, and it can be used in the various types of millimeter wave applications.

• Journal of the Earthquake Engineering Society of Korea
• /
• v.11 no.2 s.54
• /
• pp.11-17
• /
• 2007

In current seismic design practice, the response modification factor (R-factor) is used as a factor to reduce the elastic base shear demand to the design force level. As is well-known, the R-factor is a committee-consensus factor and, as such, highly qualitative and empirical. The relationship between the R-factor and the connection rotation capacity available in a particular structural system has remained a missing link. In this paper, a rational procedure to evaluate the R-factor is proposed. To this end, the relationship between the available connection rotation capacity and the R-factor is defined and quantified using nonlinear pushover analysis. An RRS steel frame designed according to IBC 2000 was used to illustrate and verify the proposed procedure. Nonlinear time history analysis results indicated that the R-factor definition proposed in this study is generally conservative from design perspective.

• Proceedings of the KWS Conference
• /
• 2010.05a
• /
• pp.30-30
• /
• 2010

고강도강의 용접성은 저온균열 저항성으로 대변되는데, TMCP강과 HSLA강 등이 개발되면서 고강도강의 저온균열저항성이 크게 향상되어 무예열 용접성이 확보되었다. 그러나 용접재료 측면에서는 그에 상응하는 재료의 개발이 지연되어 강재 개발로 인한 우수한 성능을 충분히 발휘하지 못하고 있으며 용접부의 건전성 문제가 심각하게 인식되고 있다. 이로 인해 고강도강에 적용시킬 수 있는 무예열 용접재료의 필요성이 대두되어 개발이 진행되고 있으며 상용화를 앞두고 있다. 이러한 용접재료의 개발단계에서 합금설계는 가장 중요한 항목으로 합금 조성에 따라 용착금속의 강도 및 인성에 상당한 변화를 가져오기 때문이다. 합금원소 중 Al은 강재의 탈산을 돕기 때문에 가능한 많은 양의 첨가를 요구하지만 적정량 이상을 초과하게 되면 오히려 용착금속의 저온인성 특성에 부정적인 영향을 미치게 된다. 본 연구에서는 고강도 GMA 용착금속의 Al함량을 단계적으로 변화시켜 용착금속 내 최적의 Al의 함량을 찾고자 하였다. 또한 높은 비용 및 많은 시간을 필요로 하는 와이어로드를 제작하지 않고도 Al함량을 조절 할 수 있는 방법을 고안하고자 하였다. 실험의 모재는 HSLA-100강을 사용하였으며 용접재료는 ER120S-G급의 GMA용접 재료를 사용하였다. 모재 성분과의 희석을 방지하기 위해 V-Groove 가공 후 6패스 Buttering 용접을 실시하였고, 다시 Buttering용접부에 V-Groove 가공을 하여 최종 용접을 실시하였다. 이 때 Al함량을 조절하기 위해 최종 용접 개선부 밑면에 홈을 판 후 Al fiber(직경 0.3mm)를 깔고 용접(입열량 20kJ/cm)하여 Al함유량을 총 3가지(0.003~0.04% Al)로 제어하였다. 용접 후 각각의 시편에 대해 미세조직, 충격시험, O/N분석, 성분분석 등의 시험을 수행하여 저온인성과의 상관관계를 알아보았다.

• Magazine of the Korea Concrete Institute
• /
• v.11 no.1
• /
• pp.255-266
• /
• 1999

The objective of this experiment is to observe the elastic and inelastic behaviors of high-rise reinforced concrete frames having non-seismic details. To do this, a building frame designed according to Korean seismic code and detailed in the Korean conventional practice was selected. A 1:12 scale plane frame model was manufactured according to similitude law. A reversed lateral load test and a monotonic pushover test were performed under the displacement control. To simulate the earthquake effects, the lateral force distribution was maintained to be an inverse triangle by using a whiffle tree. From the tests, base shears, crack pattern, local rotations in the ends of critical members and the relations between interstory drift versus story shear are obtained. Based on test results, conclusions are drawn on the implications of the elastic and inelastic behaviors of a high-rise reinforced concrete frame having non-seismic details.

• The Journal of Korean Institute of Electromagnetic Engineering and Science
• /
• v.19 no.12
• /
• pp.1445-1454
• /
• 2008

In this paper, small UWB antenna with band-stop function for mobile handsets is proposed. A gap between radiator and under and side ground is adjusted for small size and broadband. A radiator is folded to the back side of PCB for miniaturization and tapered feeding structure is used to enhance matching characteristic. A antenna clearance has a size of $14{\times}14\;mm^2$ and a size of radiator is $10{\times}7\;mm^2$. It covers all UWB band from 3.15 GHz to 4.75 GHz and from 7.2 GHz to 10.2 GHz for VSWR<2 and has band stop characteristic at 5.8 GHz. A maximum gain is measured as 5.85 GHz. In case conventional handset case is considered, it also covers all UWB and a maximum gain is measured from -2 dBi to -2 dBi.

• The Journal of Korean Institute of Electromagnetic Engineering and Science
• /
• v.27 no.9
• /
• pp.817-824
• /
• 2016

In this paper, a modified elliptical lens antenna design is proposed to improve the performance of 100 GHz mini-lens antennas used in the ECEI(Electron Cyclotron Emission Imaging) module at KSTAR. A hemispherical lens is added on the bottom plate of the conventional elliptic lens antenna, and a 100 GHz dipole antenna is located on the end point of the hemispherical lens. Using geometrical optics, antenna radiated EM fields are designed to be totally reflected from the inner surface of the hemispherical lens, and thereby the antenna patterns are more focused toward the main beam. The validity of the proposed design is confirmed by the 3D EM simulator. The modified elliptical lens antenna provides 23.8 dB maximum gain, which is 2.2 dB gain improvement as compared with the conventional elliptic lens. Also, the side love levels of E- and H-planes are decreased by 2.6 dB and 3.4 dB, respectively.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.17 no.1
• /
• pp.55-63
• /
• 2013

In this study, seismic performance was evaluated considering the deterioration level for the low-rise and moderate buildings with non-seismic details which are most common in Korea. Evaluation results showed that the deterioration condition is relatively good even after 24 years of construction but the seismic performance did not satisfy the protection index in the first and second evaluation. In case of the third evaluation, the goal performance was satisfied based on the interstory drift ratio but reinforcement is found to be necessary. Seismic performance was evaluated after the target buildings were reinforced in the walls, bracing, and damper. Results showed the interstory drift ratio drastically reduced regardless of reinforcement methods and satisfied the level of immediate occupancy. In case of wall reinforcement, however, base shear increased more than double which requires review on the existing foundation.

• Transactions of the Korean Society of Mechanical Engineers A
• /
• v.41 no.3
• /
• pp.199-204
• /
• 2017

Many types of locking nut are commercializing in the various industries where has heavy vibration. Because nut's loosing causes a serious accident. But the most locking nuts are too expensive as the complicate manufacturing process. In this study, we design the new type of locking nut, "Curved-Nut" that is relatively simple making process. We study a relation between the elastic energy and the nut loosing mechanism. So it is analysed, the elastic energy of Curved-Nut comparing with the locking test. The Curved-Nut was manufactured on the commercial nut using a milling tool with horizontal cutting, one or two time under the nut. As the result, the more elastic energy the more prevent the loosing of the nut. We verified the performance of the loosing nut using the vibration testing equipment (NAS3350).

• Proceedings of the Korea Technical Association of the Pulp and Paper Industry Conference
• /
• 2001.04a
• /
• pp.201-205
• /
• 2001

본 연구에서는 한지가공공정의 하나인 도침공정을 현대의 칼렌다링 공정과 비교 분석을 실시한다. 도침은 커다란 나무뭉치를 사용하여 반복적으로 여러 장이 겹쳐 진 한지를 두두림으로서 한지 표면을 평활하게 하며, 광택도를 높이는 효과를 볼 수 있다. 나무뭉치는 밑면이 평활해야만 할 것이다. 보통 한지 제조업자들은 경험 을 토대로 얼마만큼의 도침이 필요한지 결정하고 실시하곤 한다. 이러한 도침공정 에서 현대의 칼렌다링이 할 수 없는 중요한 공정이 존재한다면, 현대의 초지기에도 이러한 원리를 적용함으로써 효과적인 종이의 품질개선을 이룰 수 있는 여지가 충 분히 있다고 판단된다. 한지에 있어서 도침의 역할이 무었인지, 도침은 칼렌다링으 로 대치할 수 있는 지 둥을 비교 검토하였다. 도침공정 연구를 위하여 라이너지 한 종류, 백상지 한종류, 최근에 제조된 전통 한지 세 종류를 사용하였다. 라이너지와 백상지는 일반 제지공장에서 제조되는 방 식을 그대로 사용하여 기계 칼렌다를 통과한 샘플을 얻었으며 칼렌다를 통과하지 않은 라이너지와 백상지를 특별히 같은 지종에서 얻어서 실험을 실시하였다. 기계 칼렌다링을 하지않은 라이너지와 백상지 세 종류의 전통한지는 실험실 칼렌다를 통과시켰고, 또 각각에 도침을 실시하였다. 샘플들의 기본 물성과 처리조건을 표 1 에 정리하였다. 도침 공정에서 사용한 나무 뭉치의 무게는 약 64Kg 이며, 최대 높이 41cm 로 들어올려져 자유낙하에 의한 충격을 종이에 가하였고, 분당 충격횟수는 63회 였다. 라이너지는 도침 및 칼렌다에 의해 밀도가 서서히 증대되는 것을 볼 수 있었다 (그림 1). 도침은 칼렌다에 비해 밀도 증대에 효과적이지는 못하였다. 반면 백상 지에서는 도침이 기계 칼렌다나 실험실 칼렌다보다 현저히 크게 밀도를 증대시킴을 볼 수 있었다 (그림 2). 칼렌다는 종이를 높은 전단력과 압축력으로 변형시키는데 비해 도침은 단순히 압축 압력만을 종이에 가하는 것이 다르다고 볼 수 있는데, 라 이너지와 백상지가 같은 조건하에서 왜 이러한 큰 차이를 보이는 이유를 아직 알수 없다.

• Journal of the Korea Academia-Industrial cooperation Society
• /
• v.16 no.8
• /
• pp.5051-5059
• /
• 2015

Structural behaviour of the front loader for an agricultural tractor was analyzed for three impact test conditions: drop and catch, corner pull, and corner push. Rigid-body dynamic, transient structural, and static structural analyses were conducted using a commercial finite element software. Analysis of the drop and catch test dealt with the case that the bucket located at the maximum elevation was dropped and catched through three steps. Analysis of the corner pull test dealt with the case that the bucket constrained to the ground by a chain at its corner was raised suddenly. Analysis of the corner push test dealt with the case that the corner of the bucket collided with an obstacle. Results of analyses of the three test conditions showed that maximum stress occurs at the geometrically discontinuous location in the mount and is caused from local stress concentration. Results of the present research can be utilized as a guideline to achieve more reliable and safe structural design of the front loaders.