• Proceedings of the KIEE Conference
• /
• 2002.07b
• /
• pp.1030-1032
• /
• 2002

본 논문은 새로운 개념의 방전 플라즈마 소결 접합장비에 적용된 출력펄스 가변형 저전압, 대전류 사이리스터 정류기의 개발에 대하여 설명하고 있다. 6펄스 형태로 개발된 대용량 출력펄스 가변형 정류기는 공냉식으로 제작되어 기존의 대용량 정류기에서 적용한 수냉식보다 구조가 단순하며 최대 l1600A의 출력을 펄스 단위로 반복적으로 차단 및 전류하는 것이 가능하도록 설계되었다. 전류분배를 위한 버스바의 형태는 기구적인 설계만으로 간단히 대전류를 분배할 수 있도록 하였으며 디지털 연산에 의한 PLL 방식으로 입력 전압의 동기가 필요하지 않다. 시뮬레이션과 실물부하를 연결한 실험을 통해 제안한 방법 및 성능의 우수성을 조사하였다.

• Journal of the Korean Society for Precision Engineering
• /
• v.17 no.6
• /
• pp.103-110
• /
• 2000

In this study, the angular twist type torque-meter was designed and manufactured with STS 304 and fiber-reinforced composite materials to improve the dynamic properties of the existing torque-meter. From the Experimental and analytical results, it was found that the dynamic characteristics of co-cured bonded torque-meter rotating shaft were better than those of the adhesively and unreinforced torque-meter rotating shaft. For the torque-meter rotating shaft manufactured by co-cured bonded with the glass fiber-epoxy composite and with a stacking sequence of $[$\pm$30$^{\circ}$/STS304]_{2s}$, the natural frequency and the radial spring constant were increased by 64% and 137% compared to those of the unreinforced torque-meter rotating shaft.

• Proceedings of the Korea Concrete Institute Conference
• /
• 2010.05a
• /
• pp.83-84
• /
• 2010

Precast beam column joints with thru-connectors are developed from precedent study. The seismic performance is evaluated by experimental method. The test results of the precedent study showed that failure modes for all specimens were a compression failure by characteristics of unbonded tendon. Thus, variable considered in the research program for a tensile failure include the use of dog-boned longitudinal steel and concrete confined with steel spirals. The analysis of structural characteristics and evaluation of seismic performance of specimens was conducted by the experimental way. Comparison of result with the test specimens indicates that seismic performance is higher than the precedent study due to concrete confinement effect from steel spirals.

• Proceedings of the Korean Society of Marine Engineers Conference
• /
• 2006.06a
• /
• pp.29-30
• /
• 2006

나이모닉 일체형으로 사용되고 있는 선박용 2 행정 저속엔진의 배기밸브 스핀들을 고온, 고압, 배기가스 및 반복 충격 하중에 노출된 스핀들의 Head부분은 기존의 나이모닉 소재를 적용, 기존 재질의 우수한 성질을 유지하고 설계적으로 나이모닉 소재의 적용이 불필요한 Stem부는 오스텐나이트 계열의 SNCrW 소재를 사용하여 관성마찰 용접 방식으로 접합하여 제품을 제작하고, 접합부의 미세조직 관찰, 성분분석, 인장, 경도, 피로시험 등의 기계적, 금속적 특성평가를 통해 마찰용접제품에 대한 신뢰성을 확인하고 양산 생산을 위한 기술적 토대를 마련하였다.

• Proceedings of the Acoustical Society of Korea Conference
• /
• 1998.08a
• /
• pp.93-98
• /
• 1998

자연스러운 한국어 음성을 합성할 수 있는 비정형 합성단위 선택기술 및 접합을 이용한 한국어 합성 시스템의 갭라을 최종 목표로 하고 있다. 이러한 최종 목쵸에 도달하기 위해 본 연구팀에서 검토중인 연구방향과 시스템의 구조 및 이를 토대로 현재까지 진행된 결과를 보고한다. 현재 검토중인 시스템은 입력된 문장으로부터 목적치 패턴을 생성하고, 이에 근사한 임의 길이 합성단위를 대량의 음성DB 로부터 선택하여 접합시키는 방식을 이용하고자 한다. 본 논문에서는 음성의 왜곡을 최소화할 수 있는 비정형 합성단위의 추출법에 관한 검토 결과와 본 연구팀에서 성능평가 중인 F0 자동 생성 알고리즘에 대하여 보고한다.

• Proceedings of the Korea Concrete Institute Conference
• /
• 1997.10a
• /
• pp.513-518
• /
• 1997

In this study, nine reinforced concrete infilled frames involved bare frames were tested during vertical and cyclic loads simultaneously. This test programs were carried to investigate the horizontal strength and the crack propagation in variance with hoop reinforcement ratio. All specimens were modeling in one-third scale size. In this experimental program structural performance of reinforced concrete shear wall were focus at connection types. Based on the test results, the following conclusions are made. In the boundary column member of reinforced concrete shear wall, increasing the ratio of hoop bar in two or three times, in the fully babel type, the shear and horizontal strength of specimens were increased 1.1-1.2 times than that of fully rigid frame. And infilled shear wall specimen were increased 1.17-1.27 times than that. Fully rigid babel type shear wall specimens were increased 5.7~8.0 times, and infilled shear wall specimens were increased about 4.0~5.6 times than that of infilled shear wall specimens.

• Proceedings of the Korean Institute of Building Construction Conference
• /
• 2012.05a
• /
• pp.337-338
• /
• 2012

As a rahmen structure, the connection among columns of Green frame is divided into three types such as sleeve, coupler (column pre and post installation), and bolt. The bolt type consists of six types according to steel frame shape and each type has different constructability, safety, structural performance, cost, and quality. Therefore, the analysis of comparison among the types is necessary. The objective of this study is to analyze the characteristics according to the shape of six bolt types to select the appropriate connection of Green frame. The results of this study can be used as a basic study for indentifying the characteristics of steel frame on site applying bolt type connection of Green frame. In addition, this study can be applicable to compare and analyze the performance and constructability of six bolt types in detail.

• Proceedings of the Korean Institute of Building Construction Conference
• /
• 2009.11a
• /
• pp.3-7
• /
• 2009

Construction projects are being the skyscraper and the large size by limited site condition and developing construction technology. Therefore, Steel structure work is steadily increasing caused by easy to work and structural safety. However, steel-frame work has the large incidence of heavy accident potentially. Recently a research group has recently developed newly designed self-supported steel joint for enhancing safety of steel erection work. Before applying the steel joint in a construction site, economic evaluation should be performed. Thus, we proposed the method for measuring economic efficiency of the new steel joint and verified economic feasibility of the steel joint method through a case study. As a result, Steel erection method using by self-supported steel joint showed economic rather than the one using by H-beams.

• Journal of the Microelectronics and Packaging Society
• /
• v.9 no.3
• /
• pp.7-12
• /
• 2002

In the measurement of the RF properties, the LTCC substrate must be considered as a system including various conductor patterning processes. In this paper, the LTCC substrate system is compared with a conventional PCB(Printed Circuit Board) substrate such as FR-4, Duroid and Teflon, etc. The microstrip resonator method is employed for the measurement of the RF properties in the range of DC to 20 GHz. Experimental results show that the ring resonator method is suitable for system loss measurement, and the series gap resonator method for dielectric constant measurement. The process of conductor patterning and its effect on the system loss were also studied.

• Journal of Korean Society of Steel Construction
• /
• v.28 no.2
• /
• pp.75-83
• /
• 2016

Existing tubes for concrete filled tubular structure are made through welding of four plates irrespective, but the production performance is poor and special welding technique is needed to weld the internal or through diaphragm. Accordingly, We developed a welded built-up square steel tube having a welding lines and a stiffeners at location out of stress concentration. The welded built-up square steel tube occurred a interference with stiffeners at the internal or through diaphragm, therefore researches of a external diaphragm for welded built-up square CFT column connections are needed for the purpose of avoidance of a interfere with stiffeners. In this study we suggest a design formulation for external diaphragm of the welded built-up square CFT external diaphragm connections. Four specimens were manufactured for a experimental test, then we analyzed the behaviors of the specimens.