A method for simplifying "nite element models of structures having a beam-like global dynamical behaviour is presented. This method is based on the use of a general uniform beam "nite element formulation. It takes into account both transverse shear e!ects and dynamical coupling between bending and t
✦ LIBER ✦
Experimental validation of a computationally efficient beam element for combined finite–discrete element modelling of structures in distress
✍ Scribed by T. Bangash; A. Munjiza
- Publisher
- Springer
- Year
- 2003
- Tongue
- English
- Weight
- 400 KB
- Volume
- 30
- Category
- Article
- ISSN
- 0178-7675
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