id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
fumecheng-449	Stojanović, Vladimir; Ribeiro, Pedro	MODES OF VIBRATION OF THE BEAMS UNDER THE INFLUENCE OF DISCONTINUITY IN FOUNDATION	2014	15	.pdf	application/pdf	5711	298	68	d 2 2 c c l L b l L hbl hbl        M N N N N w w w w , (23) 2 1 1 1T 2 2T 21 d [3] have developed a boundary element method (BEM) for the geometrically nonlinear response of shear deformable beams traversed by moving loads, resting on tensionless nonlinear three-parameter viscoelastic foundation; they have shown that the BEM may be advantageous for exploring nonlinear effects on this kind of problems.	cache/fumecheng-449.pdf	txt/fumecheng-449.txt