The application of the formulae was explained through an example of a practical crane runway girder.doi:10.1016/j.jcsr.2006.04.003L. ZhangG.S. TongElsevier LtdJournal of Constructional Steel ResearchOut-of-plane stability of simply supported beams with knee braces[J] . L. Zhang,G.S. Tong....
(4) By using the RNN model, we can accurately predict and effectively apply control strategies to suppress chaotic motion; this provides a solid foundation for more accurate prediction and control of the chaotic vibration of simple supported beams in multidimensional systems in the future. Future de...
Simply Supported beams under different loading conditions, such as center load, intermediate load, uniformly distributed load, and two equi-distant load.
On the basis of two-dimensional constitutive relationships of piezoelectric materials, the analytic solution for simply supported piezoelectric beams under uniform exterior pressure was derived. Furthermore the results were also compared with the ones of FEM for piezoelectric materials. Thus the foundation...
and proposed a simplified formula on the basis of the short term deformation of high strength reinforced concrete beam [4~5]; HuangWei proposed a design formula of its resisting shear bearing capacity under concentrated load [6]; GeWenjie studied the flexural performance of HRBF RC beams [7]....
Vibration of simply supported beams under a single moving load: A detailed study of cancellation phenomenon. Inter- national Journal of Mechanical Sciences 99, 40-47.C. S. Kumar, C. Sujatha, K. Shankar, Vibration of simply supported beams under a single moving load: A detailed study of ...
beamsgrillagesIn this paper, the buckling strength of a beam on an elastic foundation supported within its span by equally distant elastic supports is treated. A formula is derived for the coefficient of rigidity of these elastic supports that ensure a given value of the Euler force. It has ...
Simple formulae for the initial collapse loads of clamped and simply supported beams along with analytical expressions for the finite deflection behaviour of clamped beams are presented. The simply supported beams display a softening post-yield response, while the clamped beams exhibit hardening ...
Similar new results are provided for elastically supported beams as well. A simpler, closed-form approximate expression of the cancellation condition for an elastically supported beam is also derived from the analysis of a single passing load; this approximate formula is in good agreement with the...
After deriving the equilibrium equations a parametric study is carried out on simply supported and continuous beams. The results of this study are approximated by easy to handle formulae for the critical force. Using this formulae practical application is also shown. According to a relevant design...