id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
ap-536	Studničková, M.	The Effect of Pedestrian Traffic on the Dynamic Behavior of Footbridges	2004	5	.pdf	application/pdf	2510	106	52	The load model of a continuous stream of pedestrians can be expressed in the form: for vertical vibrations � � � �q k f f tsv v v v�12 6 2. sin � [Nm�2] (4) for horizontal vibrations � � � �q k f f tsh h h h�12 6 2. sin � [Nm�2] (5) where all symbols are as already defined. due to a single person can be ex- pressed with sufficient accuracy as the sum of the static force (the weight of a person) and the first three harmonic compo- nents of the excitation force [3] � � � � � � F t G G f t G f t G f t � � � � � � � 1 2 2 3 3 2 4 6 sin sin sin � � � � � p p p (1) where G Weight of a person (usually G � 800 N)	cache/ap-536.pdf	txt/ap-536.txt