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Stability and Critical Parameter of Shallow Arches

얕은 아치의 안정과 임계 파라메타

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한국구조물진단유지관리공학회 (The Korea Institute For Structural Maintenance and Inspection)
초록

At this paper two types of initial shapes and loads are introduced, and we assume that the initial shapes and loads are defined by sinusoidal functions. Under this assumption the asymptotical stability of the solutions is established by investigating the eigenvalues of the characteristic polynomial of the system. The exact solution is obtained when the initial shape and the load are given by a linear combination of sinusoidal functions. The asymptotic stability of the arch is completely analysed.

저자
  • Ha, Jun Hong(한국기술교육대학교 교양학부 교수, 공학박사) | 하준홍
  • Shon, Su Duck(한국기술교육대학교 건축공학과 연구교수, 공학박사) | 손수덕
  • Lee, Seung Jae(한국기술교육대학교 건축공학과 교수, 공학박사) | 이승재 교신저자