id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
ap-208	Kalousková, M.; Novotná, E.; Šejnoha, J.	Reliability - Based Designof Precast Buildings	2001	6	.pdf	application/pdf	3566	197	56	The corresponding stiffness matrix [KBT] of the equiva- lent beam and truss element (see Fig. 5) is given by � � � � � �K E A h E I E Expanding the function g into the Taylor series up to the second order terms and introducing certain orthogonal transformations, the failure surface can be written as: � �� �g U Un	cache/ap-208.pdf	txt/ap-208.txt