• Title/Summary/Keyword: stone pagoda

검색결과 239건 처리시간 0.027초

접촉면 처리 방식에 따른 석탑의 내진 특성 평가 (Seismic Behavior Characteristics of Stone Pagoda According to Contact Surface Types)

  • 김호수;김동관;원태호;전건우
    • 한국공간구조학회논문집
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    • 제19권3호
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    • pp.41-50
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    • 2019
  • The stone pagoda continued to be damaged by weathering and corrosion over time, and natural disasters such as earthquake are accelerating the destruction of cultural properties. Stone pagoda has discontinuous structure behavior and is very vulnerable to the seismic load acting in lateral direction. It is necessary to analyze various design variables as the contact surface characteristics play an important role in the dynamic behavior of stone pagodas. For this purpose, contact surface characteristics of stone pagoda can be classified according to surface roughness and filler type, and representative model is selected and structural modeling and analysis are performed using the discrete element method. Also, the seismic load according to the repetition period is calculated and the dynamic analysis is performed considering the discontinuous characteristics of the stone pagoda. Finally, the seismic behavior characteristics can be analyzed by the evaluation of stresses, displacements and structural safety.

경천사(敬天寺) 10층석탑(層石塔) 복원(復原)에 관한 고찰 I - 상륜부(相輪部)를 중심으로 - (Study for the restoration of Gyeongcheonsa Pagoda - top of pagoda -)

  • 이은희;김사덕;신은정
    • 헤리티지:역사와 과학
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    • 제35권
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    • pp.100-118
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    • 2002
  • Originally, Gyeongcheonsa pagoda was located in Busosan, Jungyeon-ri, Gwangdeok-myeon, Gaepung-gun, Gyeonggi-do,but it has suffered from being taken out to Japan illegally in 1907 and being returned to Korea in 1918. After returned to Korea, Gyeoncheonsa Pagoda had been neglected and restored in 1960. It had been exhibited outside the Gyeingbokgung Palace after restoration, but many problems were raised. It was taken to pieces in 1995 and it is conservation and restoring today. However, the top of pagoda is necessary to be researched about its archetype because the shapes of stupa in 1902 and in 1960(the shape of pagoda after restoration) are all different from its archetype. According to picture datum in 1902, the top of pagoda was a Korean building type on a 10 layered roof stone. On the other hand, when it was restored in 1960, cement suspected as a anda was taken place between Korean building type and a 10 layered roof stone. Therefore, I am going to examine Restoration of Gyeongcheonsa pagoda in this thesis. When we examine historical records of Geongcheonsa and datum of parts, we can know that the pagoda was established in 1348(Goryeo Dynasty) but it is difficult to know the truth of its establishment and demolition of Gyeongcheonsa-temple. Three ways to restore the top of the pagoda of Gyeoncheonsa Pagoda can be c o n s i d e r e d . First, Korean building type made by metals is located on a 10 layered roof stone, which is same to picture datum in 1902. Second, the shape of and a type, which is similar to the shape when it was restored in 1960's. Also it is similar to Lamapagoda type. Third, to restore the top of pagoda of gabled roof type, which is similar to the top of pagoda of Wongaksagi P agoda. However it is necessaray to exmamine functions about circle grooves hollowed out in a 10 layered roof stone in restoration. Also we need to find out the archetype of dragon sculpture through the dragon claws left on an edge of a 10 layered roof stone.

신라석탑(新羅石塔)의 시원(始源) 고찰(考察) (An Examination on the Origin of Stone Pagodas of the Silla Kingdom)

  • 남시진
    • 헤리티지:역사와 과학
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    • 제42권2호
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    • pp.154-169
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    • 2009
  • 우리나라는 석탑의 나라라고 하지만 석탑이 발생하기 전에 고구려, 백제, 신라 삼국이 모두 목탑을 먼저 조영하였다. 석탑은 이후 삼국시대 후반인 7세기 초반에 이르러 석재로써 목탑을 모방한 미륵사석탑이 건립되었다. 우리나라 석탑은 목탑을 모방하여 발전되었다는 데는 아무런 제론이 없다. 또 석탑의 시원을 미륵사석탑이라는 데도 어느 누구도 이론이 없다. 600년대 백제와 신라 양국의 사찰창건과 조탑은 동일한 기술자들에 의해서 조영되었음에도 불구하고 백제에서는 석탑의 시원은 목탑에 두면서 신라에서는 석탑의 시원은 목탑에 두지 않고 전탑에 둔다는 것도 이해 할 수 없는 부분으로 지적하고자 한다. 따라서 필자의 견해는 신라석탑의 시원은 두 계보로 보고자 한다. 그 하나는 목탑에서 미륵사석탑과 정림사석탑을 거쳐서 감은사탑과 고선사탑으로 이어지는 계보이고, 다른 하나는 전탑에서 분황사모전석탑 - 의성탑리오층석탑 - 선산죽장동오층석탑 - 선산낙산동삼층석탑으로 이어지는 계보로 정리해 보고자 한다. 이렇게 석탑의 시원을 목탑에 두면서도 석탑옥개석 층급받침은 전탑 또는 고구려고분 천정에서 그 시원을 두기도 하여, 목조 공포의 약화된 표현이라는 의견과 논란이 가끔 있는데, 전탑의 층급은 같은 길이로 내밀고 있지만, 석탑 옥개받침은 처마부분을 더 많이 내미는 차이가 있다. 따라서 목조건물 공포에서 변형되었다고 주장하고자 한다.

지진응답 해석을 위한 적층식 석탑의 개별요소 모델링 (Distinct Element Modelling of Stacked Stone Pagoda for Seismic Response Analysis)

  • 김병화;이도형
    • 한국지진공학회논문집
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    • 제22권6호
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    • pp.345-352
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    • 2018
  • It is inevitable to use the distinct element method in the analysis of structural dynamics for stacked stone pagoda system. However, the experimental verification of analytical results produced by the discrete element method is not sufficient yet, and the theory of distinct element method is not universal in Korea. This study introduces how to model the stacked stone pagoda system using the distinct element method, and draws some considerations in the seismic analysis procedures. First, the rocking mode and sliding mode are locally mixed in the seismic responses. Second, the vertical stiffness and the horizontal stiffness on the friction surface have the greatest influence on the seismic behavior. Third, the complete seismic analysis of stacked stone pagoda system requires a set of the horizontal, vertical, and rotational velocity time histories of the ground. However, earthquake data monitored in Korea are limited to acceleration and velocity signals in some areas.

적층식 석탑의 진동 시스템 인식 (System Identification for Structural Vibration of Layered Stone Pagoda System)

  • 김병화
    • 한국지진공학회논문집
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    • 제21권5호
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    • pp.237-244
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    • 2017
  • This study proposes a numerical model to explain the closely placed double modes in the vibration of a layered stone pagoda system. The friction surface between the stones is modelled as the Timoshenko finite element while each stone layer is modelled as a rigid body. It is assumed that the irregular asperity on the friction surface enables the stone to be excited. This results in the closely placed modes that are composed of natural modes and self-excited modes. To examine the validity of the proposed model, a set of modal testing and analysis for a layered stone pagoda mock-up model has been conducted and a set of closely placed double modes are extracted. Applying the extended sensitivity-based system identification technique, the various system parameters are identified so that the modal parameters of the proposed numerical model are the same with those of the experimental mock-up. For a horizontal impulse excitation, the simulated acceleration responses are compared with measurements.

석탑구조물의 표면거칠기 및 충전재에 따른 석재접촉면의 구조특성 분석 (Structural Characteristics Analysis of Stone Contact Surface according to Surface Roughness and Filling Material of Stone Pagoda Structure)

  • 김호수;김동관;이승희;김덕문;조상순
    • 대한건축학회논문집:구조계
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    • 제34권6호
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    • pp.19-27
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    • 2018
  • The stone pagoda structure is treated as a discontinuous masonry structure, and the contact surface characteristics between stones is a very important factor in the discontinuum behavior analysis. So, it is necessary to find out material and structural characteristics of stone contact surface to perform the structural analysis for safety evaluation. Accordingly, it is important to analyze the material properties of stone surface and secure the structural characteristics through various contact surface states. Therefore, in this study, various test specimens applying the filler between the surface roughness and the stone in the contact surface treatment technique of the stone pagoda were manufactured, and compression test and shear test were carried out. Also, we analyzed the material and structural characteristics of the stone contact surface through the comparison of experimental results.

경주 불국사 삼층석탑(석가탑) 기초에 관한 조사연구 (A Research Study on the Foundation of the Three Storied Stone Pagoda(Seokgatap) of Bulguksa temple in GyeongJu)

  • 지성진;문정민
    • 건축역사연구
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    • 제24권5호
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    • pp.49-58
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    • 2015
  • The purpose of this study is to analyze the overall condition of the foundation for the three storied stone pagoda of Bulguksa temple in GyeongJu. As a research method, exploration of the electrical resistivity, refraction seismic, surface wave exploration, GPR exploration, Reputation loading test. The results of the investigation, the range of the foundation was formed in foundation stone outskirts of 1.5 ~ 2.0m. It was confirmed to be about 2.0m depth. The depth of the foundation becomes shallower from the base portion to the outside. And the bearing capacity of foundation was sufficient conditions to weight. It can sufficiently support the weight of pagoda. And, the result of this investigation becomes basis data for repair work.

유한요소해석을 통한 내부 공간을 갖는 정혜사지 십삼층석탑의 안전진단 (Safety Examination of the Junghyesaji Thirteen-Storied Stone Pagoda Including Internal Spaces through the Finite Element Analysis)

  • 정재웅;황보택근
    • 한국콘텐츠학회논문지
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    • 제9권4호
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    • pp.347-354
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    • 2009
  • 석탑들은 일반적으로 석탑 내부에 사리공과 같은 작은 내부 공간이 존재하며 이 내부 공간의 크기가 석탑문화재 보전에 영향을 줄 수 있다. 또한 석탑의 기울기 역시 석탑 보전을 위해 고려해야할 중요한 인자이다. 본 논문에서는 자중을 받고 있는 정혜사지 십삼층석탑에 대하여 유한요소법을 이용한 전산해석을 실시하여 석탑의 최대취약부위를 조사하고 내부 공간 및 기울기 변화에 따라 최대취약부위에 어떻게 영향을 주는지 연구하였다. 그리고 탑의 파손위험성을 판단할 수 있는 변형 및 음력의 관점에서 석탑의 내부 공간 및 기울기 변화에 의한 안전진단기준이 제시되었다.

석탑 탑구(塔區)의 역할 및 변천에 관한 연구 (A Study on the Role and Transition of the Tapgu in Stone Pagoda)

  • 정해두;장석하
    • 건축역사연구
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    • 제19권1호
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    • pp.91-104
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    • 2010
  • Korea's stone buildings are varied in their types such as stone pagodas, stone lanterns, stone bridges, stoneworks, etc. These account for more than 30% over the entire cultural properties, but research achievements are lacking compared to wooden buildings. Accordingly, this study aims to identify the shape, role and transition of Tapgu, which had been used to set up boundary at a stone pagoda, one of the stone buildings. The 20th stone pagodas, which have relative accuracy in its forming year, have been studied around national treasure or treasure between 7th century and 9th century. There are a lot of different opinions about the role and meaning of Tapgu, and at this writer's option, Tapgu is defined as follows: First, each structure plays a different role. A structure to pass the load in the upper part to the ground can be seen as a stair or a pedestal, but a structure to form double foundations can be considered as Tapgu. Second, Tapgu can be used to divide areas with stones or stepping stones. As a result, the shape, role and transition of Tapgu is as follows: Firstly, when it comes to its shape, Tapgu includes flagstone type, belt type, double foundation type, compound type. Flagstone type had been used to set up boundary at stone pagodas by using foundation stone, belt type by keeping apart from stone pagodas, and double foundation stone by installing dual foundation stones. Secondly, Tapgu is considered to set up boundary in the case of flagstone and plate stone, and acts like a structure which can prevent surrounding area of stone pagoda from coming up while being stuck around stone pagodas. Belt type was installed only for the purpose of forming boundary. At the bottom, double foundation stone had been used to pass the load in the upper part to the ground in the same way as the foundation stone in the upper part, and the boundaries were set varying the size. Thirdly, when it comes to the transition of Tapgu, flagstone type of boundary stone had been installed in the 7th century, and belt type of boundary stone had been mainly installed in the 8th century. And double foundation stone had been installed in the 9th century. Comprehensively, flagstone type and belt type had been made around the 7th and 8th century when Tapgu was regarded important and stone pagoda started to be built. At the turn to the 9th century, the role of Tapgu had been increasingly losing in the construction of stone pagoda, and foundation stone started to appear.