On the dynamic behavior of an elastoplastic oscillator

Author:

Ballio Giulio

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Reference22 articles.

1. G. W. Housner,Limit Design of Structures to resist Earthquakes, Proceedings of the World Conference on Earthquake Engineering, Berkeley, Calif., June 1956.

2. G. W. Housner,The plastic Failure of Frames During Earthquakes, Proceeding of the Second World Conference on Earthquake Engineering, Vol. II, Tokyo and Kyoto, Japan, July 1960.

3. R. Tanabashi,Studies on the Nonlinear Vibrations of Structures Subjected to Destructive Earthquakes, Proceeding of the World Conference on Earthquake Engineering, Berkeley, Calif., June 1956.

4. G. V. Berg andD. A. Da Deppo,Dynamic Analysis of Elasto-Plastic Structures, Journal of the Engineering Mechanics Division, ASCE, Vol. 86, no. EM2, pp. 35–58, April 1960.

5. J. Penzien,Dynamic Response of Elasto-Plastic Frames, Journal of Structural Division ASCE, Vol. 86, no. ST 7, July 1960.

Cited by 7 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Stability and dynamics of a plastic softening oscillator;International Journal of Solids and Structures;2006-09

2. Equivalent Viscous Damping for a Bilinear Hysteretic Oscillator;Journal of Engineering Mechanics;2000-11

3. Maps, Traps, and Equilibria for a Fully Dissipative Elastoplastic Oscillator;IUTAM Symposium on New Applications of Nonlinear and Chaotic Dynamics in Mechanics;1999

4. Limit cycles in an elasto-plastic oscillator;Physics Letters A;1992-11

5. Plastic Frames under Strong Earthquakes: A Simplified Treatment;Journal of Structural Mechanics;1974-01

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