전통 목구조 시스템 개선을 위한 주먹장이음의 저항성능 해석

다국어 초록 (Multilingual Abstract)

This paper predicts structure performance of traditional wooden structure, and it is the one of core research themes for technical generalization. I was going to assure problems in the resistance performance interpretation of similar Traditional Wooden Structures by inspecting a mechanics behavior characteristic of joint connection through confirmation and structure interpretation through a model examination to interpret resistance performance of fist connection.
It was 1:1 and 1/2 scale and turned at fist connection of the Traditional Wooden Structure beam, and the study progress experimented on performance and structural analysis did same model and inspected comparison. Even as for the stiffness, geometry set which is highly precise, and face each other which got through comparison inspection by an experiment and the interpretation and basics of properties of matter prices document in a base for connection of the same kind accomplished a design ideally. It is the main aim of the study that what externalization does the interpretation condition when I let you quantify the vague nature and cannot lean on an experiment of the parameter to have an influence on stiffness of traditional wooden structure, and raise name value of the interpretation watched. Therefore, though I looked for the method that I generalized the propriety of interpretation as dynamic performance and could put to practical use, I concentrated an ability.
As for the main content that I got through an experiment and a theoretical comparative study, a case of SW42 that there were many contact surfaces most, and a joining coherence island was high was able to confirm a stable thing by stress distribution low most under the equal load. In addition, I appeared to get appropriate clamping force because it was efficient to become the joining length of 1/2 beam width digit.

목차 (Table of Contents)

• Abstract
• 1. 서론
• 2. 전통 목구조 주먹장이음 접합부의 구조특성
• 3. 전통 목구조 접합부 주먹장이음 모델의 구조해석
• 4. 주먹장이음 모델해석 지점변위 구속에 따른 분석
• 5. 주먹장이음 축소모형 모델의 해석결과 분석
• 6. 결론
• 참고문헌

참고문헌 (Reference)

• 1 한재수, "전통목조건축 구조해석과 현대화를 위한 장부접합의 구조적 성능에 관한 연구" 대한건축학회 21 (21): 121-128, 2005
• 2 이영욱, "전통 목구조 시스템에서 장부이음을 가진 도리 방향 골조의 수평하중 저항 능력" 대한건축학회 23 (23): 35-42, 2007
• 3 송종목, "보와 기둥 접합부 접합 성능 개선에 의한 목구조 시스템 개발(Ⅱ)" 대한건축학회 22 (22): 11-20, 2006
• 4 송종목, "보 이음부의 휨 저항성능 향상을 통한 전통 목구조 시스템 개선" 대한건축학회 22 (22): 69-76, 2006
• 5 한국표준협회, "구조용 실대재의 휨 시험방법" 한국표준협회 1999
• 6 日本建築構造技術者協會, "木造建築構造の設計" 日本建築構造技術者協會 2003
• 7 日本建築學會, "木質構造限界狀態設計指針(案)․同解說" 日本建築學會 2003
• 8 杉山英男, "古建築構造材の構造的硏究-繼手の强度について" 文部省 科學硏究費總合硏究報告書 1980
• 9 Keith F. Faherty, "Wood Engineering Construction Handbook 2nd Edition" McGraw-Hill 1999
• 10 H.E. Desch, "Timber Structure, Properties, Conversion and Use 7th Edition" Food Products Press 1996
• 11 Klaus-Jürgen Bathe, "Finite Element Procedures" Prentice Hall 1996
• 12 D. E. Breyer, "Design of wood structures-ASD 5th Edition" McGraw-Hill 2003
• 13 Donald E. Breyer, "Design of Wood Structures" McGraw-Hill Book Company 1989