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	Dynamic analysis of bridges structures Prokš, Tomáš ; Salajka, Vlastislav (referee) ; Hradil, Petr (advisor) The diploma thesis deals with dynamic analysis of cable-stayed steel pedestrian footbridge. The dynamic response of pedestrian-induced vibration was studied. The response of structure exeeded standard acceptance limit. Due to the effect of installed Tuned Mass Damper was studied. Motion equations of single and two degree of freedom model were solved in program MATLAB and the results were compared with numeric model in ANSYS. Detailed record
	The assessment slender bridge structure subjected to dynamic loads and design of the damping devices Řehová, Jana ; Hradil, Petr (referee) ; Salajka, Vlastislav (advisor) This master thesis deals with the dynamic analysis of a footbridge. Computational model of the footbridge was created using ANSYS software. The model was subjected to dynamic wind load in longitudal and lateral direction. Furthermore pedestrian load in lateral direction was analyzed. Afterwards, due to unsatisfactory response to the pedestrian laod, a tuned mass damper was introduced to reduce the vibration. This lead to decrease in the vibration to a satisfactory levels, as is shown in the analyses of the model. Detailed record
	The assessment slender bridge structure subjected to dynamic loads and design of the damping devices Řehová, Jana ; Hradil, Petr (referee) ; Salajka, Vlastislav (advisor) This master thesis deals with the dynamic analysis of a footbridge. Computational model of the footbridge was created using ANSYS software. The model was subjected to dynamic wind load in longitudal and lateral direction. Furthermore pedestrian load in lateral direction was analyzed. Afterwards, due to unsatisfactory response to the pedestrian laod, a tuned mass damper was introduced to reduce the vibration. This lead to decrease in the vibration to a satisfactory levels, as is shown in the analyses of the model. Detailed record
	Dynamic analysis of bridges structures Prokš, Tomáš ; Salajka, Vlastislav (referee) ; Hradil, Petr (advisor) The diploma thesis deals with dynamic analysis of cable-stayed steel pedestrian footbridge. The dynamic response of pedestrian-induced vibration was studied. The response of structure exeeded standard acceptance limit. Due to the effect of installed Tuned Mass Damper was studied. Motion equations of single and two degree of freedom model were solved in program MATLAB and the results were compared with numeric model in ANSYS. Detailed record

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