• 대한전자공학회논문지SD
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• 제47권12호
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• pp.55-67
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• 2010

고다층 배선 기판에 형성된 개방 스터브(open stub)를 제거한 후면드릴가공홀(Back-Drilled-Hole, BDH)과 일반적인 구조인 관통홀(Plated-Through-Hole, PTH) 구조의 전기적 특성에 대한 분석을 하였으며, 고속 선호를 부품 실장면으로부터 내층의 스트립라인으로 전송하기 위해 비아홀의 급전 길이가 가장 긴 전송층을 선택하였다. 10 GHz의 광대역 주파수 내에서 실험계획법(DOE, design of experiment)을 적용하여 비아홀 구조 내에 외층과 급전층 사이의 비아홀의 길이, 접지층에 형성된 천공(anti-pad)의 크기와 급전층에 형성된 패드 (pad)의 크기가 최대 반사 손실 반전력 주파수와 삽입 손실에 미치는 영향을 분석하였다. 이로 부터 거시적 모델(macro model)을 위한 회귀 실험식을 추출하여 실험 결과와 비교 평가하였고, 실험 영역 외에서도 측정 결과와 5% 이내의 오차를 보이고 있음을 확인하였다.

• Journal of Welding and Joining
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• 제19권1호
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• pp.40-48
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• 2001

An ultrasonic test method, as a nondestructive test is applied to ensure the clad interface quality assessment. According to the reference codes and standards, not only korea Industrial Standard(KS) but also American Society for Testing and Materials (ASTM) Standard, ultrasonic examination procedures use the pulse-echo, A-scan, back reflection signal drop method and/or side drilled reference hole used to establish the acceptance criteria of clad material test. But the variety of bonding materials and sizes makes it difficult to produce the reference blocks, or thus the criteria. In order to overcome these practical difficulties, new ultrasonic testing criterion is suggested. In this new method, the theoretical interface reflection signal amplitude level is calculated and suggested as an acceptance criteria with the back reflection signal set to 100% FSH(Full Screen Height) which is based on acoustic impedance mismatch at the clad interface for the explosive clad ultrasonic inspection. Applicability of suggested criterion, for the explosive clad Fe-Naval Brass with different bonding quality is confirmed to the pre-existed KS and ASTM specifications and verified by using SEM (Seanning Electron Microscope) micrograph. The results obtained by the suggested method is more conservative than the results according to the KS B 0234 and ASTM A 578 specifications The suggested method could be applicable to any other combination of explosive clad ultrasonic inspection.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.1206-1215
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• 2008

In this study, the equivalent pressure acting on the face of drilled hole was determined by back analysis. This analysis was continued until the difference between the displacement directly measured during field test construction of CGS and the displacement evaluated by numerical analysis was below 10 percent, and the affect of diaphragm wall adjacent to grout bulb was evaluated by numerical analysis using the equivalent pressure. From the analysis results, it was observed that the increase of the pressure acting on the diaphragm wall was greater at reclaimed sandfill layer than silty clay layer during the installation of CGS. Two methods were adopted to reduce the pressure acting on the diaphragm wall. One is installing of trench between diaphragm wall and grout bulb, the other is pre-installing of CGS before construction of diaphragm wall. From the numerical analysis results, above two methods can be considered as an effective method to reduce the pressure. It was analyzed that the amount of reduction of the pressure and the displacement are 689.8% and 564.6%, respectively, in the case of adopting the trench method, and 463.7% and 214.0%, respectively, in the case of adopting pre-installing of 3 columns CGS.