id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
fis-2266	Maiorana, Emanuele	Contribution of longitudinal stiffener rigidity and position to bridge girder integrity	2019	14	.pdf	application/pdf	6009	326	60	Optimum value of h / h vs.  for optimal cross-section stiffener. Figure 7: Buckling coefficient k vs. stiffener position h / h for plate under pure bending moment.	cache/fis-2266.pdf	txt/fis-2266.txt
