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A Comparative Analysis of Dynamic Instability Characteristic of Geiger-Typed Cable Dome Structures by Load Condition

Geiger형 케이블 돔 구조물의 외력에 따른 동적 불안정 특성 비교분석

  • Kim, Seung-Deog (Architectural Engineering, Semyung University) ;
  • Sin, In-A (Architectural Engineering, Semyung University)
  • 김승덕 (세명대학교 건축공학과) ;
  • 신인아 (세명대학교 건설공학과 대학원)
  • Received : 2014.02.04
  • Accepted : 2014.03.10
  • Published : 2014.03.15

Abstract

The purpose of this paper is to study comparative of dynamic instability characteristic of Geiger-typed cable dome structures by load condition, which is well-known among the cable dome structures that are the lightweight hybrid structure using compression and tension element continuously. Dynamic buckling process in the phase plane is very important thing for understanding why unstable phenomena are sensitively originated in nonlinear dynamic by various initial conditions. But there is no paper for the dynamic instability of hybrid cable dome by Sinusoidal Excitations, many papers which deal with the dynamic instability for shell-structures under the step load have been published. As a result of Geiger-typed cable dome, which shows chaotic behavior in dynamic nonlinear analysis with initial imperfection.

Keywords

References

  1. Stefanou, G. D., "Dynamic Response Analysis of Nonlinear Structures using Step-by-step Integration Techniques," Computers & Structures, Vol.57, No.6, 1995, pp.1063-1070 https://doi.org/10.1016/0045-7949(95)00094-W
  2. Zhang, Q-L. and Peil, U., "Dynamic Behaviours of Cables in Parametrically Unstable Zones," Computers & Structures, 73, 1999, pp.437-443 https://doi.org/10.1016/S0045-7949(98)00252-1
  3. Hangai, Y. and Wu, M., "Analytical Method of Structural Behaviours of a Hybrid Structure Consisting of Cables and Rigid Structures," Engineering Structures, 21, 1999, pp.726-736 https://doi.org/10.1016/S0141-0296(98)00027-3
  4. Stefanou, G. D., "Dynamic Response Analysis of Nonlinear Structures using Step-by-step Integration Techniques," Computers & Structures, Vol.57, No.6, 1995, pp.1063-1070 https://doi.org/10.1016/0045-7949(95)00094-W
  5. Kim, Seung-Deog, et al., "Dynamic Instability of Shell-Like Shallow Trusses Considering Damping," Computers & Structures, Vol.64, No.1-4, 1997, pp.481-489 https://doi.org/10.1016/S0045-7949(96)00141-1
  6. 김승덕, "Hybrid 케이블 돔 구조물의 비선형 동적 불안정 거동에 관한 연구" 대한건축학회 학술발표논문집,제21권제1호, 2001.4, pp.195-198
  7. 손수덕, 김승덕, 강문명 "Flow Truss Dome 구조물의 비대칭 하중모드에 따른 불안정 현상에 관한 연구", 한국공간구조학회 논문집 제2권, 제4호, 2002.12, pp.61-76.

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