• 건축역사연구
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• 제20권3호
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• pp.7-22
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• 2011

With the accumulations of outcomes from archaeological excavations of mountain fortress of three kingdoms period, there have been studies about time-periodic territory range of mountain fortress, difference in the way(method) of construction, defence system and so on from various points of view. This is an empirical study on the construction method of the valley part of stone fortress. First of all, it is required to secure large quantity of fresh water for those who lived at mountain fortress. Especially when builders of fortress construct a fortification at the valley part of stone fortress, in advance they must sufficiently consider several options including the establishment of sustainable water resources. First, when it comes to build a fortification on a ridge[or a slope] of a mountain, you have only to consider a vertical stress. However, when it comes to build a fortification at the valley part of a mountain, You must have more sufficient preparations for the constructing process. Because there are not only a vertical stress but also a horizontal pressure simultaneously. Second, a fortification of mountain fortress built by using unit building stone is a structure of masonry construction like brick construction, and the valley part of it is where the construction of the fortification begins. Third, when it comes to build a fortification at the valley part of a mountain, it seems that they use a temporary method such as coffer dam in oder to prevent the collapse of the fortification due to heavy rain. Furthermore, in response to a horizontal pressure a fortification is built by the way of its plane make an arch, or by piling up the soil with the plate method(類似版築) and earthen wall harder method(敷葉) they increase cross-sectional area of the fortification and its cutoff capacity. In front direction they put the reservoir facility for the fear that the hydraulic pressure and earth pressure are directly transmitted to the fortification. The process of constructing the fortification at the valley part of a mountain is done in the same oder as follows; leveling of ground(整地) ${\Rightarrow}$ construction of coffer dam ${\Rightarrow}$ construction of the fortification between the both banks of the valley ${\Rightarrow}$ construction of the fortification at bottom part of spill way(餘水路) between the both banks of the valley ${\Rightarrow}$ construction of spill way(餘水路) & reservoir facility ${\Rightarrow}$ construction of the fortification at upper part of spill way between the both banks of the valley. Coffer dam facility seems to be not only the protection device on occasion of flood but also an important criterion to measure the proper height of spill way or tailrace(放水路). This study has a meaningful significance in that it empirically examines the method of reduction of the horizontal pressure which the fortification at the valley part of a mountain takes, the date the construction was done, and wether the changes in climate such as heavy rainfall influence the process of construction.

• 비파괴검사학회지
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• 제28권1호
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• pp.16-24
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• 2008

섭동이론인 형태 섭동과 물질 섭동을 적용하여 도파관 공진기를 사용한 마이크로파 근접장 현미경의 특성에 대해 연구하였다. 먼저, Ansoft사의 HFSS (high frequency structure simulator)를 사용하여 공진기 내부의 모드해석과 함께 공진기에서 선형 및 고리형 탐침에 대해 전력전달이 최대가 되고 탐침의 감도 향상을 기대할 수 있는 위치를 확인하였다. 더불어, 유전율이 서로 다른 유전체 시료 (teflon, glass, $Al_2Q_3,\;LaAlO_3,\;SrTiO_3$)에 대해 마이크로파 반사계수$(S_{11})$를 측정하였다. 측정결과로부터 유전율이 증가함에 따라 마이크로파 반사계수$(S_{11})$는 증가하고 공진주파수는 감소하였다. 이를 통해, 도파관 공진기를 이용한 마이크로파 근접장 현미경에서 선형 및 고리형 탐침의 위치에 따른 공진기의 감도 및 공진특성에 대해 알아보았다.

• 건축역사연구
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• 제14권1호
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• pp.71-87
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• 2005

4 royal palaces are currently remained from capital city (Seoul) of 'Cho-Sun(朝鮮)' period. In these palaces, 'Main hall of Royal Palace(正殿)' is the center of the Royal Palaces. The 'Main hall of Royal Palace' of the Royal Palace was the best building of that time. Therefore there were many studies about the 'Main hall of Royal Palace'. But these studies were individual studies of these 'Main hall of Royal Palace'. Therefore, this study is to analyze and compare 4 'Main hall of Royal Palace' of the Royal palaces. It is to study the proportion regarding the Diameter of the pillar, the Height, the pillar and pillar Interval's Distance, and the arrangement of 'Kong-Po(bracket sets)'. With these studies, it is to prove that the 'Main hall of Royal Palace' is the building which high construction technique of this time is expressed. Result of this study is as followings; First, the proportion of pillar height(H) to its diameter(D) average from H=8.0 to 8.5D. Only the Myeong-Jeong-Jeon omitted the 'Go-Ju(高柱)' in the 'Toi-Kan (退間)' to place Ea-Jwa(御座). Second, Second, the proportion of diameter of the pillar of 'Eoi-Bu-Pyeong-Ju(外部平柱)' and 'Nae-Jin-Go-Ju(內陣高柱)' average D1(Diameter of 'Eoi-Bu-Pyeong-Ju') =0.91D2 (Diameter of 'Nae-Jin-Go-Ju'). In regards to the height, the single floor 'Main hall of Royal Palace' and double floor 'Main hall of Royal Palace' seems to be different. The height proportion of the double floor 'Main hall of royal palace' is H1(Height of 'Eoi-Bu-Pyeong-Ju')=0.34H2(Height of 'Nae-Jin-Go-Ju') and single floor 'Main hall of Royal Palace' has a proportion of H1=0.62H2. Third, in Geun-Jeong-Jeon, with the proportion of height and diameter of the pillar, interval's distance between pillars and diameter, the pillar interval distance and height, of 'Ea-kan(御間)' from the 'Toi-Kan' is different from 'Main hall of Royal Palace'. This is because the structure of 'Toi-Kan' of Geun-Jeong-Jeon is not stable. In order to reinforce this, 'Gui-Go-Ju(隅高柱)' of the Geun-Jeong-Jeon jut out $4{\sim}7%$ more compared to In-Jeong-Jeon. Fourth, when comparing double floor 'Main hall of royal palace' of Geun-Jeong-Jeon and In-Jeong-Jeon, based on distance of 'Eoi-Bu-Pyeong-Ju' and 'Nae-Jin-Go-Ju' of lower level, the 'Sang-Bu-Pyeong-Ju(上部平柱)' of Geun-Jeong-Jeon jut out $4{\sim}7%$ more compared to the In-Jeong-Jeon and also It becomes thicker. Fifth, the arrangement of 'Kong-Po' on the front row of 'Gan(間)' had to do with the change of side 'Gan'. Even though the Geun-Jeong-Jeon and the In-Jeong-Jeon were double floors, the arrangement of the 'Kong-Po' is different because the number of side bay is different.

• 한국중재학회지:중재연구
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• 제19권3호
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• pp.93-119
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• 2009

Nowadays the number of crimes is increasing rapidly and society is getting more and more dangerous. Recently the criminal aspect of our society, the intelligence, diversity, localized area, as well as for the crime victims also difficult to predict the damage recovery is not easy to change their level of pain and are also serious. This phenomenon is increasingly expected to intensify, the proper response is a factory. The more so if the victim of murder. The criminal mediation working on the operational adjustments Borrower payment, Construction charges, investments and financial transactions due to interpersonal conflicts that occurred as a fraud, embezzlement, breach of trust property crimes such accused, individuals between the defamatory, offensive, encroachment, violating intellectual property rights and private Disputes about the complaint case and other criminal disputes submitted to mediation to resolve it deems relevant to the case who are accused. But the core of a detective control adjustment, adjust the members' representative to the region, including front-line player or a lawyer appointed by the attorney general at this time by becoming parties to this negative view may be ahead. Some scholars are criticizing the current criminal justice system for the absence of proper care for the criminal victims, as an alternative to the traditional criminal justice system. The introduction of the summary trial and related legal cases, the command structure, compensation system, crime victims' structural system can be seen as more classify, crime subject to victim's complaint, By case with a criminal misdemeanor in addition to disagree not punish criminal, minor offense destination, traffic offenders, regular property crime, credit card theft, intellectual property rights violators can be seen due to more categories can try. They sued in law enforcement, Prosecution case has been received and if any one party to the criminal detective Arbitration request arbitration by the parties can agree to immediately contact must be referred to arbitration within 15 days of when the arbitration case will be dismissed. These kinds of early results of the case related to, lawyers are involved directly in the arbitration shall be excluded. Arbitration system is the introduction of criminal justice agencies working to help resolve conflicts caused by adjustment problems will be able to. This article does not argue that we should stick to the traditional justice system as a whole. Instead it argues that the restrictive role of the traditional justice is to be preserved.

• 한국지반환경공학회 논문집
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• 제11권8호
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• pp.83-93
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• 2010

본 연구는 천매암지역에서 발생한 보강토옹벽 및 배후비탈면 붕괴사고에 대한 응급복구, 원인규명 및 보강대책을 마련하는 데에 그 목적이 있다. 연구대상현장은 암반내 층리, 엽리, 절리 그리고 습곡 등과 같은 암반불연속면이 발달해 쉽게 부스러지며 풍화에 민감한 천매암질 지반으로써 보강토옹벽 등과 같은 구조물의 붕괴가 유리한 지반으로 구성되어 있다. 이러한 천매암지반에서의 보강토옹벽의 과변위와 배후 비탈면의 붕괴에 대한 응급복구로써 보강토옹벽의 전면에 압성토를 실시하였고, 압성토 실시후 추가적인 변위는 발생하지 않았다. 원인규명과 장기적인 보강대책 마련을 위해 실시한 시추조사와 물리탐사에서 예상파괴구간의 범위를 파악할 수 있었고 이를 통해 비탈면의 붕괴원인의 내적 외적 요인을 구명할 수 있었다. 이와 더불어 실시한 수치해석을 통해 몇 가지의 보강대책을 제시하였다. 천매암지반과 같은 복잡한 불연속면을 가지는 지질 조건에서 주요 구조물 설계 및 시공시 정밀한 지반조사를 실시해야하며 구조물 시공시 주기적인 계측을 실시하여 과변위에 대한 즉각적인 조처를 취해야 할 것이다.

• 대한토목학회논문집
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• 제33권3호
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• pp.1095-1104
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• 2013

2011년 6월 기준으로 국내 자동차등록대수는 1,826만 대에 육박할 정도로 비약적인 증가를 보이고 있다. 최근 급속히 증가하고 있는 대형 승용차 및 RV차량이 현재 설치된 주차장에 주차할 경우 차량훼손, 민원 발생 등 주차장 이용자의 통행불편을 겪고 있는 실정이다. 특히, 주자장에 무분별하게 설치된 카스토퍼는 주차사고 유발 및 주차문제를 더욱 더 증가시킴과 동시에 경제적 손실을 초래하고 있다. 이에 본 연구에서는 현실에 적합한 주차단위구획 및 카스토퍼 설치위치 규정의 재정비가 필요하다고 판단되어, 국내 외 차종별 구성비, 차종별 차폭 및 길이에 대한 현장조사와 카스토퍼가 설치된 주차단위구획 및 차종별 구성비 변화 사례 등을 선행 검토하였다. 또한, 차종별 제원 및 카스토퍼 설치위치를 고려하여 주차단위구획을 산정하였다. 그 결과, 대형 승용차의 여유폭이 기존보다 18 ~ 21mm 정도 감소한 것으로 나타났다. 이는 차량의 앞내민길이가 주차단위구획을 벗어나지 않으므로 주차장 사고를 감소시킬 수 있을 것으로 판단된다. 최종적으로 운전자 측면에서 편의성 및 안전성이 향상된 주차계획 개선안을 제시하였다. 향후 본 연구를 통해 개선된 주차계획을 적용할 경우 주차장의 구조 및 설치기준 정립은 물론 더 나아가 주차장 관련사업의 비용/효율성을 극대화할 수 있을 것으로 기대된다.

• 한국산학기술학회논문지
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• 제21권3호
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• pp.230-236
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• 2020

제진기는 배수펌프장, 하수처리장, 발전소 등 유입 수로 전단에 설치되어 부유 협잡물의 유입을 차단하는 장치이다. 제진기의 스크린 사이의 협잡물이 끼는 목메임 현상과 노끈류가 제거되지 못하여 물의 유입로의 감소 또는 제진기 파손을 유발하는 문제점이 발생하고 있다. 본 논문에서는 목메임과 노끈류 끼임으로 인한 파손이 주로 발생하는 에이프런을 제거하고 스크린을 확장하여 대체하였다. 그리고 스크린 사이 공간에 내측 레이크를 추가하여 목메임과 노끈류를 제거하도록 개선하는 확장형 레이크를 사용하는 방식으로 설계하였다. 기존의 제진기 레이크의 허용응력을 만족하는 내측 레이크를 설계하기 위하여 레이크 수직 길이와 보강단면의 두께 값을 변수로 하여 실험계획법에 따라 실험점을 결정하고, 구조해석 툴인 ANSYS static structural module과 통계분석 툴인 R software를 이용하여 반응표면분석법에 따른 형상 최적화를 진행하였다. 결정된 최적 설계점 레이크 길이 210.2mm와 보강단면 두께 2mm에서 반응표면분석법 결과와 구조해석의 결과의 상대 오차는 1.63% 이다. 파일럿 제진기를 실제 크기로 제작하여 실증 실험을 수행하였으며 97%이상 목메임과 노끈류를 제거가 가능함을 확인하였다.

• 대한음성학회:학술대회논문집
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• 대한음성학회 2000년도 7월 학술대회지
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• pp.86-87
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• 2000

In this paper, we discuss why two different surface forms appear in loanwords for English and German /${\int}$/ In Korean, a vowel is inserted into loanwords if a consonant cannot be properly syllabified. Therefore, /${\int}$/ in some positions of loanwords trigger vowel insertion. Interestingly, /${\int}$/s in the onset cluster of English and German words were borrowed in Korean as Iful with the inserted vowel [u] whereas If Is in the coda position of English and German words were borrowed as Ifil with the inserted vowel [i]. For example, 'shrimp' is adopted as [${\int}urimphi$] whereas 'rush' is adopted as [$ra{\int}i$]. In this paper, we attempt to find out the phonetic reason for the distribution of the surface forms of /${\int}$/. We assume that since the formant frequency of [i] is higher than that of [u], the peak frequency of /${\int}$/ with the surface form of [${\int}$i] in loanwords may be higher than that of /${\int}$/ with the surface form of [${\int}u$]. We also assume that duration may be another factor for the distribution of [${\int}i$] and [${\int}u$]. Since /${\int}$/ and /u/ use lip rounding whereas /i/ doesn't, the duration for [${\int}i$] might be longer than that of [${\int}u$]. German supports our assumption. /${\int}$/ in the onset cluster is longer than /${\int}$/ in the coda position. It also has higher peak frequency than that of /${\int}$/ in the coda position. In loanwords, ${\int}$ in the onset cluster is borrowed as [${\int}u$] as in Spiegel whereas /${\int}$/ in the coda position is borrowed as [${\int}i$] as in Bosch. English, however, does not support our assumption. Peak frequency of [${\int}$] depends on the preceding vowel, not on its position in the syllable structure. If the preceding vowel is front, then the peak freuency of the following of the following /${\int}$/ is high but if the preceding vowel is back, than the peak frequency of the following /${\int}$/ is low. The peak frequency of /${\int}$/ in the onset cluster seems to be in between. As we assumed, however, the duration of /${\int}$/ in the coda position is longer than of /${\int}$/ in the onset cluster. With the mixed results, we question whether Koreans really hear two different xounds for /${\int}$/ in English words. For the future experiment, we would like to perform the perception tet for /${\int}$/ in English words.

• 한국강구조학회 논문집
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• 제20권6호
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• pp.807-815
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• 2008

1994년 노스리지 지진 이전 우수한 연성능력을 보유한 내진상세로 생각되던 WUF-B 접합부의 기둥-보플랜지 용접위치에서 발생 한 취성파괴는 WUF-B 접합부에 대한 새로운 고찰을 요구하였다. FEMA(Federal Emergency Management Agency)의 후원으로 SAC Steel Project에서는 WUF-B 접합부의 스캘럽(Weld access holes) 형상, 용접과정, 용접재료 등을 개정한 내진상세를 FEMA-350에 제안하 였다. AISC Seismic Provisions(2005)에서는 WUF-B 접합부를 OMF(Ordinary Moment Frames)로만 사용하도록 규정하고 있다. 본 연 구에서는 SM490 및 SN490 조립형강을 이용하여 FEMA-350에 제시된 WUF-B 상세 규정을 따라 강종(SM, SN), 보플랜지두께, 보의 춤을 변수로 기둥-보 접합부 실대 실험체 2개를 제작하여 실험을 수행하였으며, 내진성능 평가를 위한 가력 방법 및 내진성능을 평가하였다. JB-1, JB-2 실험체는 AISC Seismic Provisions(2005)에서 제시하고 있는 OMF와 SMF 내진성능을 만족하는 결과를 나타났으며, 보플랜지 두께와 보의 춤에 따른 WUF-B 접합부의 내진성능이 재정의 될 필요가 있는 것으로 사료된다.

• 동의생리병리학회지
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• 제21권2호
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• pp.379-386
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• 2007

Hado(河圖) and Laks${\u{\lrcorner}}$(書洛) are the diagrams composed of the symbols of numbers from one to ten. And the eight-trigrams, P'al-gwoe divide into two types one is a priori eight-trigrams (先夭八卦) or the Bok-Hui's eight trigrams(伏羲八卦); and the other is a posterior eight trigrams (後夭八卦) or the king Mun's eight trigrams (文王八卦). Relating these two diagrams of Hado and Laks${\u{\lrcorner}}$ with the two types of eight trigrams, they are said to be a term of Ha-Lak-Hui-Mun (HLHM). Each of HLHM represents the process of creating and changing of 'heaven and Earth' and every beingby the symbols of numbers and trigrams. In other words, each of HLHM symbolizes the origin and the structure of the universe as well as the birth of every life represented in the diagram of theosophany (福智學) or Kabbalah. HLHM are also regarded as the origin of l-ching or Book of Change. Hado produces Laks${\u{\lrcorner}}$ through the principle of yin-yang(陰陽). Laks${\u{\lrcorner}}$ produces a priori eight trigrams through the zigzag shapes which means Heaven and Earth are mutually responding. And a priori eight trigrams produce a posteriori eight trigrams through the triangle principle of connecting Heaven and Earth. In this process, Hado and a priori eight trigrams are respectively prior to Laks${\u{\lrcorner}}$ and a posteriori eight trigrams. HLHM represent fractal shape resembling the symbol of five on the center of Hado, or Hado itself. In the dynamic process of HLHM, a diagram of Circle, Quadrangle, and Triangle (CQT) is produced as follows: Circle, the symbol of 'infinify' or Heaven, represents the origin of life or birth. Hadois the symbol of creation. Quadrangle, the symbol of Earth, represents that Laks${\u{\lrcorner}}$is scattered into four directions of front, back, left, and rifht. Quadrangle, which is immovable, represents materiality. Triangle, being described from the eight trigrams, means the movements of the process of 'mutual inclusion' of Circle and Quadrangle. Triangle also means the process of harmonizing human beings with natural law.