Equivalent systems for inelastic analysis of non-prismatic members
โ Scribed by D.G. Fertis; R. Taneja; C.T. Lee
- Publisher
- Elsevier Science
- Year
- 1991
- Tongue
- English
- Weight
- 807 KB
- Volume
- 38
- Category
- Article
- ISSN
- 0045-7949
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This paper studies the very large deflection behavior of prismatic and non-prismatic cantilever beams subjected to various types of loadings. The formulation is based on representing the angle of rotation of the beam by a polynomial on the position variable along the deflected beam axis. The coeffic
a b s t r a c t Over the years, several catastrophic collapses of truss structures have been reported. Sudden failure or reduction in member capacity of a single member in a truss structure gives rise to dynamic force redistribution in the remaining members and may lead to progressive collapse of th