id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
cet-3300	von Ramin, Malte; Stolz, Alexander	Debris Throw Model for Accidental Explosions in a Complex Industrial Environment	2016	6	.pdf	application/pdf	3425	136	48	The current Eurocode for masonry structures, EN 1996-1-1 (DIN, 2013) indicates a tensile strength of ft = fxk1 = 0.2 kPa for solid brick masonry structures loaded parallel to the joints. The initial launch angle for debris origination from the brick wall is calculated from the rotational angle of the pin-jointed system shown in Figure 1, right, Eq(5):        2/ tan 1 l wu (5) Based on previous research on reinforced concrete walls (Dörr et al., 2002), the angular distribution of masonry debris in horizontal and vertical direction is assumed to follow a Gauss normal distribution.	cache/cet-3300.pdf	txt/cet-3300.txt