• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2002년도 봄 학술발표회 논문집
• /
• pp.867-872
• /
• 2002

The seismic design from the underground structures with the ground structures differently relative acceleration of ground and structure for, that period ci it was a condition where the recognition against the seismic design of the underground structure is insufficient because the decease damage does not very to that extent. Analysis result, earthquake hour section power increase one that price smiles from one part and when it applies a regular design hour safety rate 20%, seismic efficiency level satisfaction is it becomes feed with the fact that it will be able to augment the efficient characteristic of design.

• International Journal of Aeronautical and Space Sciences
• /
• 제4권2호
• /
• pp.88-94
• /
• 2003

This paper describes the design of the Ka-band Antenna/RF system, which was developed for the experiment of the high-speed satellite communications with geostationary satellite. The design issues described here are the ka-band characteristics for having an optimum performance. and the system characteristic for having a reliable and an extensional operation.

• 대한전기학회논문지:전기물성ㆍ응용부문C
• /
• 제54권2호
• /
• pp.91-96
• /
• 2005

In this letter, we proposed a novel DGS (Defected Ground Structure) microstrip resonator. The proposed DGS resonator has the resonant and anti-resonant characteristic that is very similar to those of a SAW resonator or a FBAR. In order to confirm the validity of the proposed resonator, we designed and implemented bandpass fitters by using series ana parallel resonators.

• 대한토목학회논문집
• /
• 제29권5C호
• /
• pp.239-250
• /
• 2009

본 논문에서는 지반의 지반조건, 굴착특성 및 지층구성을 고려한 터널굴착 유발 주변지반의 침하 및 수평변위에 대한 거동특성을 수치해석적 방법으로 조사하였다. 이를 위해서 먼저 지반변위 예측방법에 관한 관련 사례조사 및 문제점분석을 수행하고, 이를 바탕으로 한 수치해석적 매개변수연구를 수행하였다. 이러한 사례조사의 분석결과는 지반조건에 따른 주변 지반변위의 특성을 일차적으로 파악하기 위해 이용되며, 또한 기존방법의 문제점을 파악함과 동시에 수치해석적 매개변수연구를 위한 기초자료로서 활용된다. 수치해석적 매개변수연구는 먼저 굴착유발 주변 지반변위 계측이 신뢰성 있게 측정된 사례를 토대로 시뮬레이션을 실시하여 수치해석상 필요한 접근방법 및 적합한 지반모델을 설정하고, 이를 토대로 지반조건, 굴착 특성 및 지층구성을 달리한 매개변수 연구를 수행하였다. 이러한 과정을 수행한 후 굴착으로 인한 주변지반의 침하 및 수평 지반변위가 변해가는 과정을 종합적으로 분석하여 그 거동을 파악하였다.

• 대한전기학회:학술대회논문집
• /
• 대한전기학회 2007년도 추계학술대회 논문집 전력기술부문
• /
• pp.37-39
• /
• 2007

In the faults of power line, single line ground and line-to-line fault make power system to unbalanced. These fault currents make unbalanced power system. This paper suggests the simulation results of dynamic characteristic of HTS cable system under unbalanced faults condition using EMTDC, Quench phenomenon and current limiting effects are observed. However, quench on the HTS is destroy cable system, coordination with SFCL has to be considered.

• 한국산학기술학회논문지
• /
• 제15권1호
• /
• pp.436-440
• /
• 2014

본 논문에서는 PCB Plane 레이어가 SMPS에 미치는 영향을 확인하기 위하여 일반적인 단면 PCB와 Plane을 갖는 양면 PCB를 이용한 SMPS의 출력특성을 각각 분석하였다. 그 이후 동일한 레이아웃을 갖는 PCB의 반대 면에 Ground Plane을 설치한 양면PCB를 이용하여 SMPS 기판을 작성하여 단면 PCB SMPS에 적용해서 분석한 모든 부품을 이동 실장한 후 두 SMPS의 출력특성을 전압, 전류, 고주파잡음 측면에서 비교 분석하였다. 그 결과 단면PCB의 SMPS는 100MHz대역의 고주파 잡음이 150mV인 반면, Ground Plane을 설치한 SMPS에서는 50mV로 1/3 저감되는 현상을 확인하였다. 그리고 고주파 잡음 성분 또한 감소됨을 확인하였다.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2010년도 추계 학술발표회
• /
• pp.467-472
• /
• 2010

Individual vacuum pressure method is soft ground improvement technique, in which a vacuum pressure can be directly applied to the vertical drain board to promote consolidation and strengthening the soft ground. This method does not require a surcharge load, different to embankment or pre-loading method. In this study, given the inner displacement of the ground where the individual vacuum pressure is applied, this dissertation aimed to reproduce the state of stress in the ground that is subject to the constraints created by the depth of improvement area. Modified Cam Clay theory which made it possible to take into account the isotropic displacement of the ground was applied to the NAP-IVP used simulation; the conception of equivalent permeability proposed by Hird was also applied so that the 3-dimensional real construction effect of drain materials could be reflected in the analysis.

• Earthquakes and Structures
• /
• 제10권6호
• /
• pp.1315-1330
• /
• 2016

This study investigates ground motion parameters and their damage potential for building type structures. It focuses on low and mid-rise reinforced concrete buildings that are important portion of the existing building stock under seismic risk in many countries. Correlations of 19 parameters of 466 earthquake records with nonlinear displacement demands of 1056 Single Degree of Freedom (SDOF) systems are investigated. Properties of SDOF systems are established to represent RC building construction practice. The correlation of damage and ground motion characteristics is examined with respect to number of story and site classes. Equations for average nonlinear displacement demands of considered RC buildings are given for some of the ground motion parameters. Velocity related parameters are generally found to have better results than the acceleration, displacement and frequency related ones. Correlation of the parameters may be expected to decrease with increasing intensity of seismic event. Velocity Spectrum Intensity and Peak Ground Velocity have been found to have the highest correlation values for almost all site classes and number of story groups. Common parameter of Peak Ground Acceleration has lower correlation with damage when compared to them and some other parameters like Effective Design Acceleration and Characteristic Intensity.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2008년도 추계 학술발표회
• /
• pp.126-133
• /
• 2008

Geotechnical limit state design methods; LRFD of North America is an approach that estimates resistance using design model and then multiplies resistance factor by calculated resistance to reflect the uncertainty of geomaterials and design models; whereas, Eurocode of the Europe employs the partial resistance factor applied directly to each variable in the resistance equation that individual soil properties such as cohesion and angle of internal friction are applied. This discussion paper is a study on characteristic value which has globally been argued through processing of development of Eurocode 7 for geotechnical design even to the present. Estimating the characteristic value of soil properties affects not only determination of design value applied directly to design of geotechnical structures, but also economic feasibility and stability of the structures.

• 반도체디스플레이기술학회지
• /
• 제23권1호
• /
• pp.97-103
• /
• 2024

In this paper, the difference between the S-parameter and the characteristic impedance according to the structural change of the fine pitch coaxial socket was analyzed. A pitch of the probe pin was applied to 0.20mm, and ground pins of different conditions were placed on each of the five signal pins. Insertion loss and reflection loss were analyzed for the coaxial socket of normal structure and the two sockets of the proposed structure. In addition, the difference in characteristic impedance was analyzed using time domain reflectometry. Through the analysis, it was confirmed that the characteristic impedance was improved applying the new structures of the socket at the same pitch