Earticle

초록

영어

In this study, we shall investigate the dynamic instability behavior of Zetlin-type cable domes, which are well-known among the cable dome structures that the lightweight hybrid structure using compression and tension element continuously. The structural behaviour of the cable dome shows a strong nonlinearity according to the initial stress and external forces. Therefore, we determine the shape by applying initial stress abd then investigate the indirect buckling mechanism by the dynamic external force. Also, we investigate the generation of chaos in the indirect buckling, which the dynamic nonlinear problem is reacting sensitively by the initial imperfection.

목차

Abstract
 1. 서론
 2. 비선형 강성방정식
 3. 해석모델
 4. 비선형해석
  4.1 정적해석
  4.2 동적해석
 5. 결론
 참고문헌

저자

• 신인아 [ Sin, In-A | 세명대 대학원 석사과정 ] 교신저자
• 김승덕 [ Kim, Seung-Deog | 세명대 건축공학과 교수, 공학박사 ]

참고문헌