• 지구물리
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• 제7권1호
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• pp.31-40
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• 2004

문화재 특히 석조구조물을 조사 할 경우에 원형 및 상태를 보존하는 것은 매우 중요하다. 석조구조물에 대한 조사 결과의 효율적인 평가를 위해서는 동적특성을 고려하여야만 한다. 석조구조물의 동적특성을 마찰 접촉조선 석층수 등의 요인에 의한다 이러한 요소는 동적해석결과로부터 추정할 수 있다. 본 연구는 압축력을 받고있는 전통적인 홍예교의 고유 진동수 결정 방법에 관한 연구결과이다.

• 한국환경복원기술학회지
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• 제3권4호
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• pp.1-10
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• 2000

This study aims at the new design system development of landscape architecture structures, as soundproof wall using reinforced soil block. This structures, that is new soundproof wall system, have to be maintained stability on acting critical wind load, which is combined exist soundproof wall system and soundproof wall system using environmental green stone block. To the harmony of this system, the post block, so-called landscape block or cast block, is manufactured. It's possible to stand of the post bearing system combined with post-pile and post block. Through the comparison with a serious code for the acting wind load on the soundproof wall, the reasonable wind load could be calculated. Also, the mechanical stability on the green stone block was checked by the Lab. tests based on the UBC (Uniformed Building Code). Because the critical height of soundproof wall system using green stone generally was restricted, the new system demands to combination of the exist system and the new system. For the stability analysis of them, the utility program, SAP2000, was used. And, a semi-auto program on the design system of the new soundproof wall using green stone was developed, which can be easily use because of the simplification.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 춘계 학술발표회
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• pp.84-90
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• 2009

An integrity testing for stone columns was attempted using crosshole S-wave logging. The method is conceptionally quite similar to the crosshole sonic logging (CSL) for drilled piers. The critical difference in the logging is the use of s-wave rather than p-wave, which is used in CSL, because s-wave is the only wave sensing the stiffness of slower unbounded materials than water. An electro-mechanical source, which can generate reversed S-wave signals, was utilized in the logging. The stone column was delineated from the S-wave travel times across the stone column, and taking S-wave velocities of the crushed stone and surrounding soil into account. The volume calculated from the diametrical variance delineated is very close to the actual quantity of the stone filled.

• 한국공간구조학회논문집
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• 제18권3호
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• pp.45-55
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• 2018

The arched stone bridge has been continuously deteriorated and damaged by the weathering and corrosion over time, and also natural disaster such as earthquake has added the damage. However, masonry stone bridge has the behavior characteristics as discontinuum structure and is very vulnerable to lateral load such as earthquake. So, it is necessary to analyze the dynamic behavior characteristics according to various design variables of arched stone bridge under seismic loads. To this end, the arched stone bridge can be classified according to arch types, and then the discrete element method is applied for the structural modelling and analysis. In addition, seismic loads according to return periods are generated and the dynamic analysis considering the discontinuity characteristics is carried out. Finally, the dynamic behavior characteristics are evaluated through the structural safety estimation for slip condition.

• 헤리티지:역사와 과학
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• 제45권2호
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• pp.72-99
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• 2012

경주첨성대는 원형을 유지하고 있거나 원형에 가까운 형태로 보존되었다고 여겨져 왔다. 경주첨성대가 파손되었음을 명시적으로 전하는 역사기록은 없으며, 파손되었다는 어떤 물증이 제시된 바도 없으므로 원형이 유지되었다는 견해는 별반 무리가 없다고 평가되어왔던 것이다. 그러나 국립문화재연구소가 2009년에 발간한 "첨성대 실측 및 훼손도 조사 보고서"를 면밀히 분석해 보면 첨성대가 원형에서 벗어나 있음이 분명하게 나타난다. 첨성대의 상층부는 심각하게 파손되었다가 원형을 회복하지 못한 형태로 잘못 복구되었음이 확실하며, 그 물증이 현재 첨성대에 고스라니 남아있다. 본 연구는 그 증거로 제 29단 정자석이 대각선방향으로 파손되어 있는 점, 제 28단에 있었던 은장이 사라진 점, 제 26단의 장대석 위에 작은 석재 3개가 남아 있는 점, 제 25단과 제 26단 장대석에 용도가 밝혀지지 않은 4개의 홈이 남아있는 점, 제 25단과 26단의 장대석 위치가 서로 바뀌어 있는 점 등을 제시한다. 경주첨성대가 처음으로 파손되었다가 원형과 다른 모습으로 복구되었던 시점은 15세기 중반 이전으로 본다.

• 건축역사연구
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• 제8권3호
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• pp.23-38
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• 1999

The purpose of this study is to analogize the appearance of Korean Ancient Architecture in view of the Stone Remains from 3 Kingdom Period to Unificated Shilla Period. But in these period, there is no building remains but some stupas and fine arts. Especially, there are many architectural appearance and revealing signature in these Historical Stone remains. Architectural elements which are analogized by stone remains what has value as historical materials by preservation of original form from 3 Kingdom Preiod to Unificated Shilla Period are as follows : 1) Platform, the representative characteristic of Korean traditional architecture, was frame structure and accumulate structure. And circular or square footing stood a same shape column on it is put on the platform. 2) In the case of column, there used entasis column and inclined column and circular chamfer technique was applied on the top side of it. Upper side of column, capital and head pentrating tie that small bearing block was put on the center of it was joined. And longitu야nal rest(長舌) supported a cross beam. Capital and small bearing block had no bottom heel, and heel side was curved and straight. Centered bracket structure was often used, and multi bracket structure is not used yet. Inward incline technique was used. 3) Inward opening pair door which had lintel, threshold, doorjamb was usually used, Fixing stone was used for structural safety, and circular handle and lock was used for decoration. Handrail was used on the edge of wooden floor for decorative effect and safety. 4) Square rafter and circular rafter were used in the same period and so did flying rafter. Double eaves and single eave were used in the same period but, single eave was usually used. In this period, square rafter was usually used. This would be studied more by comparing with Japanese wooden architecture. 5) Hipped roof was used and half-hipped roof was not used yet. In front of th hip, there are small sculpture called Jap-Sang(雜像), and windbell was hang on the end of the hip rafter. Concave roof tile, convex roof tile, round eaver tile, decorative tile at end of roof ridge were used. Lotus style was well used on the face of roof tile for decoration. From the results of this study, wooden architecture of Unificated Shilla period was simple compare to Koryo dynasty and Chosun dynasty but, it had some brilliant character. It was hard work that analogized the form of non-existent wood architecture of Ancient Korean period by restricted stone remains. But, in addition to the results of this study and research of old documentations, more study should be go on.

• 건축역사연구
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• 제29권2호
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• pp.19-30
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• 2020

In the early of Joseon Dynasty, Royal Tomb developed from stone chamber tomb to lime chamber tomb through precedents. The lime chamber tomb consists of main-chamber(JeongGwang) and sub-chamber(ToeGwang). This separation makes character to construct tumulus of the Royal Tomb half and half. By this character, the Royal Tomb are not constructed by separate structure but constructed by coadjustment. The underground structure and tumulus of the Royal Tomb affect each other in the size and method of construction. The selecting type of Royal Tomb is generally made decision through terrain and politics. This study prove the architectural structure is also one of the major cause the that select type of Royal Tomb.

• 한국컴퓨터정보학회논문지
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• 제28권9호
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• pp.27-34
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• 2023

본 논문은 인공지능(AI)을 이용하여 통일신라 석탑인 '경주 불국사 삼층석탑'의 복원을 위해 3D 모델링 과정을 연구했다. 기존의 3D 모델링 방식은 수많은 Verts와 Face를 생성하므로, 이로 인해 AI 학습에 상당한 시간이 소요한다. 이에 따라, Verts와 Face의 수를 낮추어 더 효율적인 3D 모델링을 수행하는 방식이 필요하다. 이를 위해, 본 연구에서는 석탑의 구조를 정점 및 면의 수로 분석하고, AI 학습에 최적화된 면수를을 최소화 하도록 모델링 방법을 연구했다. 더불어, 우리나라의 석탑 복원을 위한 인공지능학습에 최적화된 모델링 방법론을 제안하고, 인공지능 학습에 필요한 DataSet 을 확보하는 데 의미가 있다.

• 한국건설순환자원학회논문집
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• 제6권3호
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• pp.118-125
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• 2011

콘크리트 내부의 공극의 크기 및 분포상태는 콘크리트의 내구성을 결정하는 요인 중 하나이며, 구조물의 성능을 판단하는데 중요한 지표로 사용된다. 최근 고유동 콘크리트(High-Fluidity Concrete 이하 HFC로 약함)에 대한 연구는 많은 시공사례와 함께 진행되고 있지만, 콘크리트의 내구성능에 영향을 미치는 공극구조에 대한 연구는 미비한 실정이다. 따라서 본 연구에서는 30 MPa 범위의 일반콘크리트(Conventional Concrete 이하 CC로 약함) 및 석회석 미분말 및 플라이 애시를 사용한 HFC를 제조하여 콘크리트의 공극구조를 비교 분석 하였다. 실험결과 30 MPa 범위의 CC 및 HFC의 평균 공극 직경은 HFC가 CC보다 작게 나타났으며, SEM 분석 결과 HFC가 CC보다 전체적으로 내부구조가 치밀한 것으로 나타났다. 이러한 결과를 통하여 HFC가 CC보다 내구성 측면에서 우수할 것으로 판단된다.

• 한국제4기학회지
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• 제22권2호
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• pp.1-5
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• 2008

Some reverse fault lines pass through the alluvial fans and west hill slope of Bulguksa mountains including Mt. Toham in the directions of N-S and NW-SE. The study area is known as relatively unstable, because of active faults. Assuming the record of earthquake in the Samguksagi, the architects in the construction of the Bulguksa temple should have recognized the possibility of breakdown from the earthquakes and the need for an unique structure against at that time. Against earthquakes, Greavee technique, a stonework construction technique following woothe one and use of Chushouok (Dongtleouok or Chumchaouok) were applied for the construction of Bulguksa temple. By designing the foundation stone with hole, a structure is prevented from motiff Ction that pillarsakdcede from a foundation stone in spite of horizontal load of earthquake while woot construction isaktrong frame at earthquake. The Bulguksa-temple isausually evaluated to be a beautiful architecture from the appeaultces like the weight balltced structure with unique decoration. ampressive architectures are beautiful in balance and harmony coming from the important and specific rolls in its own way by each part of whole structure. This beauty comes from the science.