id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
alkej-584	Hadi, Nabil H.; Rashed, Iqbal A.	Health Monitoring For Cantilever Crane Frame Using Residual Error Method	2019	11	.pdf	application/pdf	4350	197	67	[                     i i i i u u u Lsym L LLL LL L IE K   …(5) The stiffness matrix of undamaged element  uK is the same that developed by [9] for undamaged beam element with rectangular cross- section given by Bernoulli-Eular theory has two nodes with two degreeof freedoms (2 d. o.f.s),  ,u at each node, as seen in Fig. “Evaluation of structural damage identification methods based on dynamic characteristics”.	cache/alkej-584.pdf	txt/alkej-584.txt