• 한국항해학회지
• /
• 제20권2호
• /
• pp.97-107
• /
• 1996

The method of Electromagnetic Wave Immunity Test is continuously endeavored by IEC and CISPR as international unification, but it has not been established yet. The main reason is why it is difficult to obtain the measurement method and normalization of threshold to find out the complicated parameters for Electromagnetic Wave immunity Test. So far, thus, the Electromagnetic Wave Immunity Test is carried out case by case as the electromagnetic environment, which is set up Electromagnetic Wave Immunity Test. This study has developed an algorithm and measurement software suitable for IEC1000-4 Regulations, where a ready-made Amplifier, and Signal Generator have been used and an interconnecting Interface Board has been constructed for connecting with the other apparatuses, i.e., RF Switch, Power Meter, Field Sensor, Pre-Amp., etc. Therefore, we have achieved the aim to develop an automated software using OOP method and the measurement system.

• Journal of the Korean Wood Science and Technology
• /
• 제32권3호
• /
• pp.33-41
• /
• 2004

In ancient wooden structures, the mechanical properties of the structural members have been reduced by time-dependent degradations such as fatigue or creep. Also, the external and internal deterioration was caused by environmental condition, fungi, bacteria, or insect, and then reduced the quality of structural members. However, the previous methods for evaluating the deterioration have been mainly depended on the visual inspection. In this study, therefore, ultrasonic stress wave test, accelerometer stress wave test were used to evaluate the deterioration of structural wood members in ancient wooden structures. Based on the results, the quantitative criteria of stress wave transmitted velocity were proposed to evaluate the deterioration of structural member. The proposed criteria were related to the degree of deterioration. In accelerometer stress wave, the criteria of deterioration of wave reciprocal velocity was below 1800 ㎲/m at incipient deterioration (below 12% ratio of deterioration), between 1800 and 2200 ㎲/m at moderate deterioration (12~17%) and above 2200 ㎲/m at severe deterioration (above 17%). The ultrasonic stress wave, the criteria of deterioration were 800 and 950 ㎲/m at below 8% and above 15% of the degree of deterioration respectively.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
• /
• pp.318-326
• /
• 2008

Recently, a new seismic probe, called "MudFork", has been developed and can be utilized for accurate and easy measurements of shear wave velocities of soft soils. To expand its use to estimate undrained shear strength and density, correlations between those and shear wave velocity were being attempted. Cone penetration tests and a seismic test, using MudFork, were performed at a soft ground site near Incheon, Korea. Also, undisturbed samples were obtained and shear wave velocities of the samples were measured as well as undrained shear strength, using triaxial compression test and bender elements. A simple linear relationship between shear strength and shear wave velocity was obtained, and a tentative relationship between density and shear wave velocity was also defined.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2005년도 춘계학술대회논문집
• /
• pp.962-965
• /
• 2005

A high intensity progressive wave tube is installed at Korea Aerospace Research Institute (KARI) for acoustic environmental tests. The test facility has 700 mm x 800 mm cross-sectional area, and provides acoustic environment of 165 dB over the frequency range of $25Hz{\sim}10,000Hz$. The facility consists of a 6 m long acoustic wave tube, acoustic power generation systems, gases nitrogen supply systems, and acoustic control systems. This paper describes how the basic parameters of the facility and power generation systems are controlled to meet the requirement of the test. The shape and length of the tube has been designed by using the size of test objects and the wave propagation characteristics of the tube. The capacity of acoustic power generation systems is determined by the energy conversion of acoustic wave and the efficiency of acoustic modulators. Moreover, the paper introduces test run results of the tube. Overall of 163dB has been generated by using the test facility.

• 한국전자파학회논문지
• /
• 제27권5호
• /
• pp.471-481
• /
• 2016

밀리미터파 대역에서 동작하는 안테나의 성능 측정을 위한 컴팩트 레인지 설계 및 실험 결과에 대해 소개한다. 전기적 거대 구조인 컴팩트 레인지의 포물면 반사판에 의해 형성되는 측정영역의 평면파를 해석하기 위하여 물리광학 기법을 적용하였다. 제작한 밀리미터파 컴팩트 레인지는 측정영역 전계 분포 실험과 고이득 안테나 측정을 통해 성능을 검증하였다. 동작 주파수 75~110 GHz에서 측정영역 직경 50 cm를 갖도록 설계한 컴팩트 레인지의 전력 균일성은 0.75 dB 이하로 측정되었다.

• Geomechanics and Engineering
• /
• 제25권3호
• /
• pp.253-266
• /
• 2021

In this paper, we discuss a mathematical method for determining the return energy of the wave from the sample and comparing it with the mechanical energy consumed to change the dimension of the sample in the triaxial test of the rock. We represent a method to determine the mechanical energy and then we provide how to calculate the return energy of the wave. However, the static energy and pulse return energy will show higher amounts with axial pressure increase. Three types of clastic sedimentary rocks including sandstone, pyroclastic rock, and argillitic tuff were selected. The sandstone showed the highest strength, Young's modulus and ultrasonic P and S waves' velocities versus others in the triaxial test. Also, from the received P wavelet, the calculated pulse wave returning energy indicated the best correlation between axial stress compared to wave velocities in all specimens. The fact that the return energy decreases or increases is related to increasing lateral stress and depends on the geological characteristics of the rock. This method can be used to determine the stresses on the rock as well as its in-situ modulus in projects that are located at high depths of the earth.

• Structural Engineering and Mechanics
• /
• 제86권6호
• /
• pp.705-714
• /
• 2023

In order to establish a dynamic model test method of bridge pylons subjected to ocean waves, the similarity method of hydroelastic model test for bridge pylons were analyzed systematically, and a model design and production method was proposed. Using this method, a dynamic test model of a bridge pylon was made, and then a free vibration test on the model structure and a dynamic response test of the model structure under wave actions were conducted in a wave flume. The results of the free vibration test show that the primary natural frequencies of the structure by the model test are close to the design frequencies of the prototype structure, indicating that the dynamic characteristics of the bridge pylon are well simulated by the model structure. The results of the dynamic response test show that wave induced base shear forces and motion responses on the model structure are consistent with the numerical results of the prototype structure. The model test results confirm that the proposed model test design method is feasible and applicable. It has application and reference significances for model testing studies of such marine bridge structures.

• 한국철도학회논문집
• /
• 제19권4호
• /
• pp.456-467
• /
• 2016

차량무선통신(WAVE)은 고속이동환경에서 차량간 통신(V2V), 차량과 인프라간 통신(V2I)을 가능하게 하고 안전 및 편의 서비스를 제공하는 무선통신기술로써 지능형 교통시스템(ITS)에 적용을 위한 연구가 진행되고 있다. 본 논문에서는 WAVE 통신기술을 철도분야에 적용하기 위하여, 철도시험선에 WAVE 통신 기반의 시험용 무선통신시스템을 구축하고 현차시험을 수행하여 철도전용 통합무선망(LTE-R)의 통신성능 요구사항 충족 여부를 검토하였다. 시험 결과, 최대전송거리는 730m, 평균전송지연은 최대 5.69ms, 단절시간은 최대 1.36s로서 목표 요구사항을 충족하였으며, Throughput 및 영상데이터 전송, VoIP 데이터 전송, 채널 스위칭 시험도 성공적으로 수행되었다. 이상의 시험결과로 부터, WAVE 통신 기술이 철도분야에 적용 가능하다는 것을 확인하였으며, 차-지상간의 안정적인 무선통신시스템 구축을 가능하게 할 것으로 기대된다.

• 한국해양공학회지
• /
• 제37권1호
• /
• pp.1-7
• /
• 2023

The motion of small fishing vessels is significantly affected by small waves, leading to accidents, such as capsizing or sinking. This paper presents the results of two types of basin tests. The first test analyzed the characteristics of roll and pitch motions among regular waves with the same wave steepness using the drifting state of three (3G/T, 7G/T, 10G/T) small fishing vessels. The second test analyzed the motion characteristics of the 7G/T fishing vessel under different wave steepness. The first test showed that heave and roll motions are significant in the beam sea, while pitch motion is significant in the bow and stern seas. The second test shows that wave steepness has a linear relationship with roll and pitch motions in the bow and stern seas.

• 한국지반공학회논문집
• /
• 제21권4호
• /
• pp.155-165
• /
• 2005

러브파와 레일리파는 표면파로서 각 파가 가지는 분산특성을 활용하여 지반의 강성주상도를 파악할 수 있는 특징을 가지고 있다. 이 중 러브파는 한 방향에 대한 응력-변위만 고려하기 때문에 수치적 모델링이 간단하고 전파시에는 이론적으로 체적파의 영향 및 밀도의 변화가 없어 각 각의 물성치를 갖는 다층구조지반에서 적용성이 높다고 할 수 있다. 이러한 장점을 활용하여 러브파와 레일리파의 분산정보를 같이 이용하여 동시역산해석을 할 수 있는 기법이 제안되었다. 동시역산해석기법은 본 논문을 통하여 수치해석, 이론모델, 그리고 현장시험을 통하여 검증되었다. 수치해석에서는 2, 3차원 유한요소해석과 전달행렬법의 결과를 비교하였고, 이론모델해석에서는 각 각의 역산해석에서의 결과를 서로 비교하여 검토하였다. 더불어, 현장에서 SASW시험을 수행하여 제안된 동시역산해석기법의 적용성을 검토하였다. 검토 결과, 각 표면파의 정보를 동시에 고려하는 것이 과도한 발산을 방지하고 해의 정확도를 향상시키는 것으로 확인되었다.