id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
app01-5335	Poklopová, Tereza; Pavelcová, Veronika; Janda, Tomáš; Šejnoha, Michal	MODELING OF UNDERGROUND STRUCTURES SUBJECTED TO EARTHQUAKE BY COMBINING 1D FREE-FIELD AND 2D PSEUDO-STATIC ANALYSES	2018	6	.pdf	application/pdf	4182	243	62	It turns out, see also the next section, that in case of fixed boundary conditions the total motion1 will be adopted when employing the fixed boundary, whereas only one half of the total motion2, corresponding to the incoming wave uI , will be prescribed in case of absorbing boundary. = 𝑢𝑢 (c) Figure 4. a) Free field column with fixed boundary, b) Free field column with absorbing boundary, c) Loading and boundary conditions.	cache/app01-5335.pdf	txt/app01-5335.txt