id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
ap-7684	Řeřicha, Petr	A Mindlin shell finite element for stone masonry bridges with backfill	2022	10	.pdf	application/pdf	7720	362	68	Element internal forces {S} and nodal forces {X} st = (0.5 − ξ 6)ξεt, sb = εtξ 2/6 ∂st ∂εt = (0.5− ξ 6)ξ−(0.5− ξ 3)ξ2 εb εt , ∂st ∂εb = (0.5−ξ/3)ξ2 ∂sb ∂εt = ( 1 − 2ξ εb εt ) TM shell element The DOFs at the bottom vertices of the elements connecting to a node do not lie in the same plane and are not independent of the DOFs at the top vertices.	cache/ap-7684.pdf	txt/ap-7684.txt