• 제목/요약/키워드: 전통중층목조건축

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도갑사대웅보전(道岬寺大雄寶殿)의 조영(造營)에 관한 연구(硏究) -전통중층목조건축의 주칸설정과 상층체감기법을 중심으로- (A Study on the Construction of Main Sanctuary of Dogapsa Temple -Focused on Establishing Bay of columns and Setback Technique in Upper Stories of Traditional Architecture with Multi Roof-)

  • 신웅주;이봉수;박강철
    • 한국농촌건축학회논문집
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    • 제13권1호
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    • pp.45-54
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    • 2011
  • The results of examining the architectural features and changes of the main building of Dogapsa temple which is multi roofs wooden structure are as follows. The passage comparing 'Dogapsa' of <>, account of Lee Ha Gon's trip as the literature showing the appearance of Dogapsa temple in the early 18th century to Borimsa through verse of 'Dutacho' was noticeable. Dogapsa temple at Yeongam was distant over 100 ri from Borimsa temple at Jangheung and it was considered that there were many temples at Mt. Wolchul, Yeongam and there were also many temples to be comparable with it. But, Dogapsa temple was compared to Borimsa temple because verses 'many-storied building is high and immense' of 'Dogapsa' at <> and 'Dogapsa is lower than Borimsa at Jangheung' at 'Dutacho' of <> were interpreted as the existence of multi roofs Buddhist temple which had something in common with Dogapsa and Borimsa and was comparable to them. According to existing materials, it was assumed that the main building of Dogapsa was burnt through the Japanese invasion of Korea in the 52nd year of the sexagenary cycle (Eulmyooebyeon, 1555) and Jungyujaeran (1597), but record of major history of the main buildings of Dogapsa and Borimsa indicated that multi roofs wooden structure of the two temples were built at the same period. Since multi roofs wooden structure of main building of Borimsa was rebuilt in 1692, these buildings existed from the early 18th century to middle 18th century.

중층 전통 목조건축 마곡사 대웅보전의 수직하중에 대한 구조성능 평가 (Evaluation of Structural Performance of Multi-tiered Roof Korean Traditional Timber Building Daeungbojeon Hall of Magoksa Temple Under Vertical Load)

  • 김영민
    • 한국전산구조공학회논문집
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    • 제37권1호
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    • pp.17-24
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    • 2024
  • 본 논문은 조선시대의 대표적인 중층 목구조인 공주 마곡사 대웅보전에 대하여 수직하중에 대한 구조성능을 평가하였다. 구조해석 소프트웨어인 midas Gen으로 실물과 근접하게 해석모델을 3차원으로 구축하였다. 정적해석으로 수직하중에 대한 주요 수직 및 수평 부재의 안전성과 사용성을 평가하였다. 모든 부재가 안전성과 사용성 기준을 만족하였으나, 하층 대량은 전이보 역할로 구조적 취약점이 나타나 개선의 필요가 있다. 동적거동특성 평가를 위한 고유치해석시 주요 접합부의 상대회전강성은 5%로 가정하였다. 고유주기는 1.105초로 비슷한 규모의 한옥 범주에 속하고 있으며, 1차 모드는 건물 전후방향의 병진운동으로 나타났다.