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Nonlinear analysis of beam–column joints using softened truss model

✍ Scribed by P.G. Bakir; H.M. Boduroglu


Publisher
Elsevier Science
Year
2006
Tongue
English
Weight
226 KB
Volume
33
Category
Article
ISSN
0093-6413

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Mechanical behaviour and non-linear anal
✍ P.G. Bakir; H.M. Boduroǧlu 📂 Article 📅 2005 🏛 Elsevier Science 🌐 English ⚖ 390 KB

This paper discusses the application of the softened truss and strut and tie models on short beams. The softened truss model originally proposed by Hsu is based on three fundamental principles of mechanics of materials, i.e., stress equilibrium, strain compatibility, and constitutive laws of materia