id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
app01-5332	Pavelcová, Veronika; Poklopová, Tereza; Janda, Tomáš; Šejnoha, Michal	THE INFLUENCE OF BOUNDARY CONDITIONS ON THE RESPONSE OF UNDERGROUND STRUCTURES SUBJECTED TO EARTHQUAKE	2018	7	.pdf	application/pdf	3503	209	53	= 0 (BC1), (b) free boundary-no restrictions (BC2), c) free- field boundary conditions (BC3), d) static boundary conditions - py(t) prescribed (BC4). Thus to properly represent the results of 1D free field column analysis within a 2D environment calls for other types of boundary conditions that assure, in case of verti- 74 http://dx.doi.org/10.14311/APP.2018.15.0074 http://ojs.cvut.cz/ojs/index.php/app vol.	cache/app01-5332.pdf	txt/app01-5332.txt