This study sought to reveal the architectural characteristics of Quonset church built in the Archdiocese of Gwangju, and the conclusions are as follows. The Quonset structure, which was used as a military barracks during World War II and was designed to be easily assembled and disassembled quickly, was used in Damyang, Hwasun, and Gokseong churchs. They were all built in 1958, after the Korean War, and can be related to the historical background of the rapid increase in the number of Catholics. They are utility buildings that can accommodate many believers, that is, large quonsets measuring 40 feet (width) x 100 feet (length). The floor plan was largely divided into two spaces, with about 3/4 reserved for the nave and altar, and the remaining 1/4, or 24 to 30 feet, used as a sacristy or confessional. The cross-section is a semicircle with a radius of 20 feet, framed by 6-inch ribs, and its unique structure, in which bricks are stacked on the outside to form the exterior, makes it different from a typical brick church. Unlike other stone churches built around the same time, Quonset church was not expanded. This may be due to the difficulty in supplying special materials such as the ribs that make up the frame, as well as the absence of relevant experts.

This study aimed to elucidate the architectural characteristics of the cathedral architecture of the Archdiocese of Gwangju, which was completed in the period of liberation and turbulence, and the conclusions are as follows. Gwangju Archdiocese Cathedral, completed during the period of liberation and turbulence, was built with some assistance from the U.S. military or with the efforts of the faithful, and there are a number of factors such as space directing by Aps, the development of a simplified bell tower, the appearance of a stone cathedral, the application of a quenset structure, and an increase in size. show special features The indented apse appears only after liberation, and is a characteristic that appears prominently in stone churches. The simplified form in which the bell was hung by raising the outer wall appeared in the early church shows a change in the composition with a porch in front. The stone church and the quanset-structured church only appeared after liberation and were built only in the 1950s. The size of the cathedral reflects the increase in the number of believers after the Korean War, and the average area is about 1.5 times higher than before liberation. When considering the spacing of the bays as a module, the size plan followed the implicit norm of early cathedral architecture of 36.5m, but gradually decreased to 2.7m and 2.4m.

The core idea of the critical regionalism could be summarized as a self-conscious synthesis between universal civilization and world culture. After World War Ⅱ, it has been applied to architecture for overcoming the problem of Industrial Capitalism and uniformity of 20th century Modern Architecture. Naturally, religious architecture cannot also be an exception in this cultural trend, thus we can also apply the critical regionalism to the Korean Catholic Church Architecture with the basic premise that the Traditional Western and Modern Style Church Architecture should be regarded as universal civilization, and the Traditional Korean Architecture and endemicity as one of world culture. In the context, this article attempts to analyze the regionality of Korean Modern Catholic Church Architecture constructed between the 19th century and 1980's, and how it has been differently transformed with the view of the critical regionalism. Its analysis will be carried out within three types; transformation of the Traditional Korean Architecture and the influence of Japanese Modern Architecture, representation of the Traditional Korean Architecture, and abstraction of the Traditional Korean Architecture with each advantages and disadvantages.

This study aims at searching the Church Building Type and Design Sources of a German church architect who had designed many churches and other buildings in Korea. P. Alwin Schmid(1904-1978) had designed 188 Catholic buildings in Korea for 20 years from 1958 to 1978. In his works there are many excellent Catholic ritual buildings. It was caused by his conviction on the theology and the principles of Church Architecture. And His remarkable achievement is affected by the works of Dominikus Bo"m(1880-1955) and Rudolf Schwarz(1897-1961). Alwin's 5 plan type is relevant to Schwarz' iconographic model, and their approach to 'light' is much the same. But the Character of inner space is the middle of Dominikus Bo"m and Rudolf Schwarz. His works rotted in the Liturgical Movement had been developed in the line of connection with 20th German church architecture. The works of Dominikus Bo"m and Rudolf Schwarz played the role of the teacher of Alwin Schwarz.

The process of interpretation comprises the passage from blindness to pre-canonical responses, then the canonical interpretation and its dissemination. and finally silence and oblivion. But oblivion does not necessarily imply the conclusion of the interpretative process of work. A reinterpretation may follow. This study aims at searching the source of reinterpretation of Ronchamp Chapel. I analyzed the canonical interpretation. the site, function, and form of the chapel. I concluded that the contextualism, semiology, regionalism and other architectural conception may be the frame of reference for reinterpretation of Ronchamp Chapel.

태풍, 지진 등 external excitation에 의해 발생하는 Structural response를 실제와 가깝게 예측하기 위해서는 실제와 가장 유사한 구조해석모델을 작성하여 정확한 구조동특성을 산정하는 것이 중요하다.초고층 및 대공간에 대해서는 FE 모델 개선에 대한 기존 연구결과가 있으나 조적건물, 특히 성당건축물에 대해서는 현장계측과 FE 모델 개선에 대한 시도가 이루어지지 않았다. 본 논문에서는 성당건물을 대상으로 장기모니터링을 실시하고 이를 이용하여 대상 건물의 동특성을 분석하였다. 그리고, 태풍시 계측된 풍응답과 해석결과를 비교하여 풍응답해석의 신뢰성을 평가하였다.

One of the most important processes to accurately predict structural responses is to evaluate accurate structural dynamic properties using finite element (FE) models. The analyzed structural dynamic properties usually show considerable discrepancies with the measured ones because structural details are commonly simplified in the FE models. To identify such discrepancies, FE models of them have been calibrated using the measured dynamic properties in previous researches. In this study, dynamic properties were measured for a historic cathedral and the FE model of it was calibrated using the measured results as a reference. Finally, a procedure of the FE model construction for masonry cathedral were tentatively proposed.