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윤순종 ( Soon Jong Yoon ),김희수 ( Hee Soo Kim ),유형주 ( Hyung Joo Yoo ),한민혁 ( Min Hyuck Han ),김진경 ( Jin Kyung Kim ),지해인 ( Hye In Ji ) 한국복합신소재구조학회 2015 복합신소재학회논문집 Vol.6 No.1
In this paper we present the result of investigations pertaining to the buckling strength of Zelkova Serrata (Elm-like) tree column with entasis at the Muryangsujeon in Buseoksa-Temple, Korea. Wooden columns with entasis had been used in the construction of ancient architectural buildings in Korea. It was not known why did they design columns with entasis of the buildings. It is just presumed that the reason may be the compensation of optical illusion, aesthetics, and/or structural safety. The question is not answered even today and it may not be possible to answer clearly and easily. In the paper, the buckling analyses are conducted on both of the wooden column with entasis and the prismatic wooden column by the successive approximations technique and the finite element methods, respectively. The results of analyses are compared and discussed.
Yoon, Soon-Jong,Kim, Hee-Soo,Yoo, Hyung-Joo,Han, Min-Hyuck,Kim, Jin-Kyung,Ji, Hye-In 한국복합신소재구조학회 2015 복합신소재구조학회논문집 Vol.6 No.1
In this paper we present the result of investigations pertaining to the buckling strength of Zelkova Serrata (Elm-like) tree column with entasis at the Muryangsujeon in Buseoksa-Temple, Korea. Wooden columns with entasis had been used in the construction of ancient architectural buildings in Korea. It was not known why did they design columns with entasis of the buildings. It is just presumed that the reason may be the compensation of optical illusion, aesthetics, and/or structural safety. The question is not answered even today and it may not be possible to answer clearly and easily. In the paper, the buckling analyses are conducted on both of the wooden column with entasis and the prismatic wooden column by the successive approximations technique and the finite element methods, respectively. The results of analyses are compared and discussed.
Buckling Strength of Wooden Column with Entasis at the Muryangsugeon in Buseoksa-Temple
윤순종,김희수,유형주,한민혁,김진경,지해인 한국복합신소재구조학회 2015 복합신소재구조학회논문집 Vol.6 No.1
In this paper we present the result of investigations pertaining to the buckling strength of Zelkova Serrata (Elm-like) tree column with entasis at the Muryangsujeon in Buseoksa-Temple, Korea. Wooden columns with entasis had been used in the construction of ancient architectural buildings in Korea. It was not known why did they design columns with entasis of the buildings. It is just presumed that the reason may be the compensation of optical illusion, aesthetics, and/or structural safety. The question is not answered even today and it may not be possible to answer clearly and easily. In the paper, the buckling analyses are conducted on both of the wooden column with entasis and the prismatic wooden column by the successive approximations technique and the finite element methods, respectively. The results of analyses are compared and discussed.