Approximation of yield condition for the hysteretic behavior of a bar under repeated axial loading

Author:

Taijiro Nonaka

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Modelling and Simulation

Reference15 articles.

1. Hysteretic characteristics of steel braced frames—Part 1, The behaviors of bracing members under cyclic axial forces;Igarashi;Trans. Arch. Inst. Japan,1972

2. Double-layer space frame shells;Di Tommaso,1972

3. Analisi incrementale di strutture reticolari metalliche in campo plastico con aste in regime post-critico;La Tegola;Giornale del Genio Civile,1972

4. Elasto-plastic behavior of bracings under the cyclic axial forces, Part I: Analysis;Tsuji;Trans. Arch. Inst. Japan,1973

5. Restoring force characteristics of steel diagonal bracings;Igarashi,1974

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2. Physical Theory Hysteretic Model for Steel Braces;Journal of Structural Engineering;2008-07

3. Inelastic Cyclic Model for Steel Braces;Journal of Engineering Mechanics;2003-05

4. Hysteretic Behavior of a Bar Under Repeated Axial Loading: An Extended History;Journal of Applied Mechanics;2000-11-28

5. Dynamic nonlinear member failure propagation in truss structures;Structural Engineering and Mechanics;2000-02-25

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