id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
app01-5342	Štěpánek, Jan; Máca, Jiří	RELATION BETWEEN STATIONARY AND MOVING PEDESTRIAN LOAD MODELS	2018	6	.pdf	application/pdf	3529	211	60	119 http://dx.doi.org/10.17559/TV-20131030105641 http://dx.doi.org/10.1016/j.jsv.2004.01.019 http://dx.doi.org/10.1155/2016/3430285 Acta Polytechnica CTU Proceedings 15:114–119, 2018 1 Introduction 2 Pedestrian load models 2.1 Single pedestrian load 2.2 Stationary pedestrian load model 2.3 Moving pedestrian load model 3 Parametric study 3.1 set of simply supported beams 3.2 Response of the structure 3.2.1 Response to stationary pulsating force 3.2.2 Response to moving pulsating force 3.3 Evaluation 4 Verification of the proposed formula 4.1 locked TMD 4.2 free TMD 5 Conclusions Acknowledgements References Stationary pedestrian load model The stationary pulsating force can be a simple way to find out the response of structure to dynamic pedes- trian load.	cache/app01-5342.pdf	txt/app01-5342.txt