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Influence of joint eccentricity and rigidity on the load capacity of a space truss sub-assemblage

  • Published:1981-09 Issue:4 Volume:1 Page:16-22
  • ISSN:0143-974X
  • Container-title:Journal of Constructional Steel Research
  • language:en
  • Short-container-title:Journal of Constructional Steel Research

Author:

Schmidt L.C.,Morgan P.R.,Phang P.W.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference8 articles.

1. The Ultimate Load Analysis of Square Pyramidal Unit Space Trusses;Clarkson,1975

2. Non-Linear Behaviour of Trusses;Hutchings,1970

3. An Introduction to Jointing Systems;Mitchell,1975

4. The Ultimate Load Behaviour of a Space Truss;O'Meagher,1978

5. The Influence of Eccentricity and Continuity on the Inelastic Behaviour of a Space Truss;Schmidt,1977

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1. Coupling Effect of Member Eccentricity and Nodal Deviation on Stability of Kiewitt Reticulated Shell;Journal of the International Association for Shell and Spatial Structures;2022-03-01

2. Increasing load capacity of steel space trusses with end-flattened connections;Journal of Constructional Steel Research;2009-12

3. Static properties and stability of cylindrical ILTDBS reticulated mega-structure with double-layer grid substructures;Journal of Constructional Steel Research;2007-12

4. Kinetics of Mullite Grain Growth in Alumino Silicate Fibers;Journal of the American Ceramic Society;2005-02

5. New space truss system—from concept to implementation;Engineering Structures;2000-09
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