부석사 무량수전 배흘림 목재 기둥의 좌굴강도Buckling Strength of Wooden Column with Entasis at the Muryangsugeon in Buseoksa-Temple
- Other Titles
- Buckling Strength of Wooden Column with Entasis at the Muryangsugeon in Buseoksa-Temple
- Authors
- 윤순종; 김희수; 유형주; 한민혁; 김진경; 지해인
- Issue Date
- 2015
- Publisher
- 한국복합신소재구조학회
- Keywords
- Buckling analysis; Wooden column with entasis; Muryangsujeon; Successive approximations technique; Finite element method; 좌굴해석; 배흘림목재기둥; 무량수전; 연속근사법; 유한요소법
- Citation
- 한국복합신소재구조학회 논문집, v.6, no.1, pp.6 - 13
- Journal Title
- 한국복합신소재구조학회 논문집
- Volume
- 6
- Number
- 1
- Start Page
- 6
- End Page
- 13
- URI
- https://scholarworks.bwise.kr/hongik/handle/2020.sw.hongik/10936
- DOI
- 10.11004/kosacs.2015.6.1.006
- ISSN
- 2093-5145
- Abstract
- 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.
- Files in This Item
- There are no files associated with this item.
- Appears in
Collections - College of Engineering > Civil Engineering Major > 1. Journal Articles
![qrcode](https://api.qrserver.com/v1/create-qr-code/?size=55x55&data=https://scholarworks.bwise.kr/hongik/handle/2020.sw.hongik/10936)
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.