Bunhwangsa Stone Brick Pagoda, constructed in 634, is Korea's oldest stone pagoda. As a prototype of the Silla Stone Pagoda, the pagoda was constructed using flagstones. Since it was constructed with flagstones, it has been known to be a pagoda that replicates the brick pagoda until now. The latest research suggests that it copies the India Stupa or the Stacked Stone Pagoda more than the Brick Pagoda. However, the Bunhwangsa stone brick pagoda has a significant difference in terms of construction technique and shape compared to Brick Pagodas, India Stupas, and Stacked Stone Pagodas. Therefore, it is worth paying attention to the stone building technique used in Silla. Through this study, I would like to clarify that the Bunhwangsa stone brick pagoda is a stone pagoda that creatively reflects the existing Silla stone building techniques such as stone fortresses and stone chamber tombs.

The stone pagoda of Mireuk temple site is currently restoring through the repairing process. This stone pagoda has the various construction types in the inner and outer space. Therefore, the stress concentration and structural behavior need to be considered through the analysis of various construction patterns. To this end, this study presents the structural modelling and analysis considering the discrete element analysis technique to solve the discontinuum behavior between the stone elements. Also, this study performs the structural performance evaluation through the various design variables for the safety of stone pagoda. Through the analysis results, we can find out the small stress concentration in the several members. But, because the stresses and displacements are relatively small, we can secure the safety of the whole structure.

Recently, the interests for the earthquake disaster reduction of stone pagoda structure have been increased. So, the seismic performance evaluation is required according to the construction types and seismic loads. Therefore, this study presents the structure types according to construction circumstances to compare seismic behavior characteristics of stone pagoda structures.

최근 지어지고 있는 건축물은 구조적인 안전성과 사용성 뿐만 아니라 다양하고 미려한 외관에 대한 관심이 높아지고 있는 추세이며, 이에 따라 건물의 외장재로 석재 커튼월이 많이 사용되고 있다. 그러나 이러한 석재마감공법은 건물의 중량화를 비롯한 시공성과 보수의 문제점이 발생되고 있으며, 시공시의 소음 진동 등에 의해 민원의 원인이 되기도 한다. 따라서, 본 논문에서는 시공성, 경제성을 향상시키고 보조 고정 홀을 통해 석재 패널의 부분보수가 가능한 언더컷 앵커 방식의 석재 커튼월 시공공법을 개발하였으며, 이에 대한 시공성 및 경제성분석과 안전성을 검토하기 위한 풍압 및 지진하중에 대한 구조성능 평가를 수행하였다. 연구결과, 본 공법이 기존공법에 비해 향상된 시공성과 경제성을 갖는 것으로 나타났으며, 구조성능 평가결과 외장재로서 요구되는 성능을 충족하는 것으로 나타났다.