Earticle

초록

영어

A recent large-space structure is frequently made by light-weight structural system and it has a good mechanical efficiency.
To make the light-weight structural system we are using tension members mainly. Since cable dome structures which are a soft structures are very flexible, stresses and nodal coordinates of the other members are changed when we control the stress of one member. Therefore we have to do two kind of works for effective and accurate construction of the cable dome structures. The
first work is to make a working scenario to complete the final objective form, and the second is to revise constructional errors occurred in process of actual works. These works are called constructional analysis. In this study, we try to approach the constructional analysis of the cable dome structures using the numerical method, and then verify it.

목차

Abstract
 1. 서론
 2. 케이블 요소의 비선형 강성방정식
 3. 비선형 시공해석
  3.1 Geiger형 케이블돔 구조물
  3.2 Zetlin형 케이블돔 구조물
 4. 결론
 참고문헌

저자

• 정을석 [ Jeong, Eul Seok | 정회원, 세명대학교 건축공학과 공학석사 ]
• 손수덕 [ Shon, Su Deok | 정회원, 경북대학교 건축공학과 공학박사 ]
• 김승덕 [ Kim, Seung Deog | 정회원, 세명대학교 건축공학과 부교수 ]

참고문헌