지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
커뮤니티
연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
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초록· 키워드
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For each cable component in a cable dome structure, pre-tension is needed for stability of whole the structure. The summation of these pre-tension at each joint should be zero to achieve the self equilibrium structure. The first step in cable dome structure analysis is to find the ratio of pre-tension in each member which can produce a stable and structure on self-equilibrium. In this paper, a new method based on the basic principle of closed force polygon for equilibrium system is proposed for the determination of self-equilibrium mode of cable dome structure. A single layer cable dome and two multi layer type domes have been analyzed. The ratios of cable members are determined by the presented method, and check the validation of the results by numerical calculation.
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참고문헌 (9)
참고문헌 신청
Tanaka, H. / 1986 / Rigid Body Displacement and Stabilization Condition of Unstable Structures / Proceeding IASS Symposium 2:41~47
J. Y. Kim / 2006 / A Self-Equilibrium Stress Mode Analysis Method for Cable Dome Type Structures by using of Generalized Inverse / Jr. of AIK (Structure) 22(10):3~10
KIM, J. Y. / 2003 / Shape finding of unstable link structres / Jr. of KASS 3(2):101~107
KIM, J. Y. / 2004 / Searching for the steady state of unstable link structures by reduced dimension technique / Jr. of KASS 4(1):39~47
C. B. SHim / 2011 / A New Method for the Determination of Self-Equilibrium Mode of Cable Dome Structure / Proceedings of AIK 31(2)
J. Y. Kim / 2006 / A Self-Equilibrium Stress Mode Analysis Method for Cable Dome Type Structures by using of Generalized Inverse / Jr. of AIK (Structure) 22(10):3~10
KIM, J. Y. / 2003 / Shape finding of unstable link structres / Jr. of KASS 3(2):101~107
KIM, J. Y. / 2004 / Searching for the steady state of unstable link structures by reduced dimension technique / Jr. of KASS 4(1):39~47
C. B. SHim / 2011 / A New Method for the Determination of Self-Equilibrium Mode of Cable Dome Structure / Proceedings of AIK 31(2)
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