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Design of space truss structures

  • 발행 : 1998.03.25

초록

Space truss design usually involves two main assumptions: that truss members are pin-ended, and compression members possess brittle post-buckling characteristics. The validity of these assumptions in the design of a new group of space trusses with continuous chords and eccentric joints is questionable. With chord member continuity and the consequent improvement in compression member behaviour, current design practice might be too conservative. In this paper, it is shown that substantial improvements in overall truss strength have resulted when the true member end conditions are considered, thus indicating potential savings in truss weight with considerable magnitudes.

키워드

참고문헌

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  3. Characteristics of bifurcation and buckling load of space truss in consideration of initial imperfection and load mode vol.14, pp.3, 2013, https://doi.org/10.1631/jzus.A1200114
  4. Unstable Behaviour and Critical Buckling Load of Framed Large Spatial Structures in accordance with the Variation of Joint Rigidity vol.14, pp.3, 2014, https://doi.org/10.9712/KASS.2014.14.3.047
  5. Parametric Studies on the Behavior of Steel and Composite Space Structures vol.25, pp.3, 2010, https://doi.org/10.1260/0266-3511.25.3.169
  6. Characteristics of Buckling Load and Bifurcation in Accordance with Rise-span Ratio of Space Truss Considering Initial Imperfection vol.24, pp.3, 2012, https://doi.org/10.7781/kjoss.2012.24.3.337
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