Add to ORKGThe 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
Nowadays, pedestrian bridges are increasingly lively and slender structures due to the devel-opment ...
Civil engineering constructions like pedestrian footbridges are structures increasingly slender, amb...
Many footbridges have natural frequencies that coincide with the dominant frequencies of the pedestr...
The advanced engineering technologies and the development of construction materials have brought the...
The thesis compares the dynamic response of lightweight footbridge structure. Two finite element mod...
The paper presents the studies on the serviceability conditions of a footbridge to be built in Louva...
The paper presents the studies on the serviceability conditions of a footbridge to be built in Louva...
The paper presents the studies on the serviceability conditions of a footbridge to be built in Louva...
The paper deals with the analysis of the dynamic response of footbridges under human - induced dynam...
The paper presents the studies on the serviceability conditions of a footbridge to be built in Louva...
The paper presents the studies on the serviceability conditions of a footbridge to be built in Louva...
The paper presents the studies on the serviceability conditions of a footbridge to be built in Louva...
The paper presents characteristics of the structural system and results of dynamic field tests and n...
The primary purpose of this research is the evaluation of human-induced vibrations of a cable-stayed...
Nowadays, pedestrian bridges are increasingly lively and slender structures due to the devel-opment ...
Nowadays, pedestrian bridges are increasingly lively and slender structures due to the devel-opment ...
Civil engineering constructions like pedestrian footbridges are structures increasingly slender, amb...
Many footbridges have natural frequencies that coincide with the dominant frequencies of the pedestr...
The advanced engineering technologies and the development of construction materials have brought the...
The thesis compares the dynamic response of lightweight footbridge structure. Two finite element mod...
The paper presents the studies on the serviceability conditions of a footbridge to be built in Louva...
The paper presents the studies on the serviceability conditions of a footbridge to be built in Louva...
The paper presents the studies on the serviceability conditions of a footbridge to be built in Louva...
The paper deals with the analysis of the dynamic response of footbridges under human - induced dynam...
The paper presents the studies on the serviceability conditions of a footbridge to be built in Louva...
The paper presents the studies on the serviceability conditions of a footbridge to be built in Louva...
The paper presents the studies on the serviceability conditions of a footbridge to be built in Louva...
The paper presents characteristics of the structural system and results of dynamic field tests and n...
The primary purpose of this research is the evaluation of human-induced vibrations of a cable-stayed...
Nowadays, pedestrian bridges are increasingly lively and slender structures due to the devel-opment ...
Nowadays, pedestrian bridges are increasingly lively and slender structures due to the devel-opment ...
Civil engineering constructions like pedestrian footbridges are structures increasingly slender, amb...
Many footbridges have natural frequencies that coincide with the dominant frequencies of the pedestr...