id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
fis-1654	Oudni, Nasserdine; Bouafia, Youcef	Implementation of a damage model in a finite element program for computation of structures under dynamic loading	2015	7	.pdf	application/pdf	3090	192	52	The nodal displacements decrease after 7.5 s.   Figure 6: Damage evolution, tD and cD . The results are, first the response of gravity dam subjected to seismic loading as displacements history, secondly the history of the evolution of integration points damage at the cracked or damaged zone.	cache/fis-1654.pdf	txt/fis-1654.txt