• Computational Structural Engineering
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• v.11 no.1
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• pp.251-259
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• 1998

Concrete shear wall with opening is modeled as a rectangular thin plate. The stability analysis results are presented by the buckling coefficient, k, for two different boundary conditions. The other parameters whose variation have been considered are the ratio of the bending induced force to gravity force, a, the ratio of the horizontal shear force to the gravity force ratio, A and the change of location and the size of perforated part. To obtain the results by finite element method, an example plate has been divided into 27*9 square elements. Four node rectangular c.deg. continuous finite elements having three degrees of freedom per each node is adopted. It is generally concluded that the buckling coefficients decrease as the size of hole increases, and the location of hole moves to free edge of the wall.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.15 no.2
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• pp.237-249
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• 2002

The wall system that is composed only of reinforced concrete walls and slabs is adopted on many high-rise apartment buildings recently constructed. In the apartment buildings, a shear wall may have one or mote openings for functional reasons. Many researches on the analysis of shear wall with openings were performed. But, some restrictions prevent those research results being applied to practical analysis and design procedure. It is necessary to use subdivided finite elements lot accurate analysis of the wall system with openings. But it would cost tremendous amount of analysis time and computer memory if the entire building structure is subdivided into a finer mesh. An efficient analysis method which can be used regardless of the number, size and location of openings is proposed in this study. The analysis method uses super element, matrix condensation technique and fictitious beam technique. Analyses of example structures having various types of openings were performed to verify the efficiency of proposed method. It was confirmed that the proposed method have outstanding accuracy with drastically reduced time and computer memory from the analyses of example structures.

• Journal of the korean academy of Pediatric Dentistry
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• v.25 no.2
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• pp.467-475
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• 1998

악안면 영역에 동통이 가하여지면 회피반사의 일종인 개구반사가 유발되며, 개구반사의 크기는 뇌간의 중추에 전달된 동통의 크기에 비례한다. 따라서 동통의 정도를 악이복근의 근전도를 이용하여 정량화 할 수 있고 동통의 지표로 이용할 수 있다. 본 실험은 악안면동통에 의하여 유발된 개구반사의 크기가 침점(족삼리) 전기자극으로 감소되는지와 이러한 전기침의 효과가 나타나는데 opioid 물질이 관여하는지에 대하여 연구하고자 하였다. 8주 이상, 150g이상의 Sprague-Dawley계 쥐 34 마리를 암수 구별없이 이용하여 실험하였다. 복강 내 Urethane용액(1.5g/kg)을 주입 전신마취하고 악이복근을 노출시켜 근전도 기록을 위한 한쌍의 선전극을 삽입하였다. 동통유발을 위하여 구강내 하악 이공주변에 0.1mm의 선전극을 한쌍 삽입하고 전기자극기에 연결하였다. 유해자극 조건은 duration $100{\mu}sec$, interval 5sec의 pulse로 정하고 자극의 크기는 개구반사를 일으키는 역치의 2배 크기로 하며 매 측정시마다 동일 자극을 10회식 가하여 평균하였다. 침점의 전기자극을 위하여 침점의 하나인 족삼리(Zusanli)에 표면전극(넓이 $0.4cm^2$ 정도)을 부착하고 자극부위가 약한 근수축을 일으키는 강도인 $100{\mu}sec$, 5V, 2Hz의 자극을 20분간 가하였다. 악이복근의 근전도는 교류증폭기 (Dam80, WPI, USA) 에서 1000배 증폭하여 유해자극이 가해진 순간 oscilloscope 에서 관찰하여 그 크기를 측정하였다. 침점의 전기자극으로 나타나는 진통효과가 opioid의 분비와 관련있는지 알아보기 위하여 opioid 의 길항제인 naloxone(0.2mg/kg)을 복강 내로 투여하였다. 실험군을 4군(group I - IV)으로 분류하였고 각 군에서 근전도를 측정한 단계는 다음과 같다. group I : control 침점에 전기자극 20 분간 가한후(EA), 20분후(EA20) group II : control 침점에 전기자극 20분간 가한후(EA), naloxone 투여 20분후(NX) group III : control naloxone 투여 5분후 침점에 전기자극 20분 가한후(NxEA20) group IV : control naloxone 투여 20분후(NX20) 구강내에 가해진 유해자극에 의하여 발생하는 악이복근 근전도는 족삼리 침점의 전기자극으로 그 크기가 감소하였고 이러한 침점자극의 효과는 naloxone의 투여로 인하여 억제되었다. 이와 같은 결과는 침점자극으로 진통작용이 나타나는데에 opioid 물질이 관여하고 있음을 시사한다.

• Composites Research
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• v.25 no.6
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• pp.217-223
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• 2012

This study investigates a geometrical nonlinear dynamic behaviors of laminated skew plates made of advanced composite materials (ACM). Based on the first-order shear deformation plate theory (FSDT), the Newmark method and Newton-Raphson iteration are used for the nonlinear dynamic solution. The effects of cutout sizes, skew angles and lay up sequences on the nonlinear dynamic response for various parameters are studied using a nonlinear dynamic finite element program developed for this study. The several numerical results were in good agreement with those reported by other investigators for square composite plates with or without central cutouts, and the new results reported in this paper show the significant interactions between the cutout, skew angles and layup sequence in the laminate. Key observation points are discussed and a brief design guideline of skew laminates is given.

• Magazine of the Korea Concrete Institute
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• v.9 no.1
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• pp.183-194
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• 1997

Traditional displacmir~nt measurement included an extrancous and cvrntlc. portmn due to test setup and support crushing. The magnitudc of this erroneous deformation was found to be of the same order as the actual displacement, leading to inaccurate determinations of fracture parameters. To overcome this problem, the load-CMOD relationship is a more reliable parameter for determining the fracture characteristics because it is unaffected by the specimen setup and any support crushing. An important step towards the use of load-(:MOD concept as a key fracture parameter depends on relating the CMODto the traditional load-line deflection. This investigation found that there was an unique linear relationship between the CMOD and the load-line deflection. The exact numeric value of relationship between the CMOD and the deflection. that is, the slope ofthe line, is discovered to be a material property. The relationship finds a problem with the existing IZIL,EM recommendations for. measuring the fracture energy of concrete. A proposal to correct the problem is made.

• Journal of Korean Society of Steel Construction
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• v.23 no.5
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• pp.607-614
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• 2011

This study deals with thegeometrical nonlinear dynamic behavior of laminated plates made of advanced composite materials (ACMs), which contain central cutouts. Based on the first-order shear deformation plate theory (FSDT), the Newmark method and Newton-Raphson iteration wereused for the nonlinear dynamic solution. The effects of the cutout sizes and lay-up sequences on the nonlinear dynamic response for various parameters werestudied using a nonlinear dynamic finite element program that was developed for this study. The several numerical results agreed well with those reported by other investigators for square composite plates with or without central cutouts, and the new results reported in this paper showed significant interactions between the cutout and the layup sequence in the laminate. Key observation points are discussed and a brief design guide for laminates with central cutouts is given.

• The Journal of Korean Institute of Electromagnetic Engineering and Science
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• v.12 no.6
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• pp.939-947
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• 2001

This paper presents the penetrated electric fields and resonant frequencies inside a metallic enclosure with aperture excited by an external dipole source. In the theoretical analysis, integral equations for the current distribution and electric field distributions on the aperture are solved by applying Galerkin\`s method of moments. The results show that the electric fields inside metallic enclosure is maximum at the near the aperture and resonant frequencies are the same as calculated of the enclosure without aperture. To verify the theoretical analysis the electric field inside enclosure and resonant frequencies are compared with the experimental results.

• Journal of the Korean Society for Nondestructive Testing
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• v.13 no.3
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• pp.7-13
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• 1993

Fracture behavior of pre-cracked compact tension specimens made of AISI 4130 steel was investigated using acoustic emission (AE) and ultrasonic C-scan measurements. While each specimen was loaded up to a certain level, various acoustic emission parameters were recorded together with the crack opening displacement (COD). An elastic-plastic finite element analysis was performed to calculate COD and the damage (plastic) zone size ahead of crack tip. Ultrasonic C-scans, in a pulse-echo, immersion mode, were done for mapping the damage zone size. The agreement between the finite element results and the measured COD was satisfactory. Based on AE results, the test specimens were found to show ductile behavior. The slope of the total ringdown counts vs. COD curve was useful to determine the crack initiation. The preliminary C-scan images showed evidence of changes in the amplitude of ultrasonic signal in the damaged region, and the shape and size of the damage zone matched qualitatively with the finite element results. A further work on the damage zone sizing was also pointed out.

• 한국정보통신설비학회:학술대회논문집
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• 2002.08a
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• pp.13-16
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• 2002

본 논문에서는 무한히 넓은 도체판에 폭이 좁은 슬롯이 있을 때 슬롯을 통하여 침투하는 침투전자파의 크기를 계산하고 침투 전자파의 저감방법을 검토하고 있다. 이론해석으로서는 슬롯 개구면의 전계분포에 관한 적분방정식을 유도하고 구분정현함수를 사용한 Galerkin 의 모멘트법으로 침투전자파의 크기를 계산하고 있다. 슬롯에 평면파가 입사할 때 침투 전자파를 저감시키기 위한 단락도체에 의해 개구면 전계분포가 제어되고 침투전자파의 크기가 감소된다는 것을 확인하고 있다.

• Proceedings of the KIEE Conference
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• 2011.07a
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• pp.1644-1645
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• 2011

초고주파 영역에서 전자파 영향을 감소시키기 위해 IED의 개구면에 대하여 (1+1) 진화전략 기법을 이용하여 최적 설계 연구를 수행하였다. 함체 재질이 ABS 수지와 steel-stainless의 경우에 대하여 개구면의 최적 설계를 수행하였다. 진화전략 기법을 이용하여 개굼녀의 최적 설계 결과 개구면의 크기가 감소하면서 상단에 위치할 때 고주파에서 PCB에 유기되는 전계가 약 47% 감소하는 것을 확인 할 수 있었다.