• 제목/요약/키워드: Reduced row echelon form(Rref)

검색결과 2건 처리시간 0.014초

텐세그러티 단위 구조의 형상 결정에 관한 연구 (A Study on the Shape-Determination for Tensegrity Unit-Structures)

  • 고광웅;권익노;권택진
    • 한국공간구조학회논문집
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    • 제2권2호
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    • pp.69-76
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    • 2002
  • The basic systems of spatial structures such as shells, membranes, cable-nets and tensegrity structures have been developed to create the large spaces without column. But there are some difficulties concerning structural stability, surface formation and construction method. Tensegrity systems are flexible structures which are reticulated spatial structures composed of compressive members and cables. The rigidification of tensegrity systems is related to selfstress states which can be achieved only when geometrical and mechanical requirements are simultaneously satisfied. In this paper, the force density method allowing form-finding for tensegrity systems is presented. And various modules of unit-structures are investigated and discussed using the force density method. Also, a model of double-layered single curvature arch with quadruplex using supplementary cable is presented.

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내력밀도법을 이용한 텐세그러티 구조물의 안정화 기법에 관한 연구 (A Study on the Stabilization Process of Tensegrity System using the Force Density Method)

  • 서삼열;고광웅
    • 한국공간구조학회논문집
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    • 제3권4호
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    • pp.77-84
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    • 2003
  • Tensegrity systems are stable structures which are reticulated spatial structures composed of compressive straight members, struts and cables. But there are some difficulties concerning surface stability, surface formation and construction method. One of the ways to solve this problem reasonably is combination of tesile members and rigid members. This structure is a type of flexible strutural system which is unstable initially because the cable material has little initial rigidity. Therefore tensegrity structure need to be introduced to the Initial stress for the self-equilibrated system having stable state. The rigidification of tensegrity systems is related to selfstress states which can be achieved only when geometrical and mechanical requirements are simultaneously satisfied. In this paper, for the stabilization of tesnsegrity structure it is proposed the modified self-equilibrated equation and the range of the various geometrical parameter about unit system. And we generate the model of double layed single curvature arch using the new squew quadruplex unit system.

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