Nonlinear Stochastic Analysis of Footbridge Lateral Vibration Based on Probability Density Evolution Method
نویسندگان
چکیده
منابع مشابه
Footbridge Response on Single Pedestrian Induced Vibration Analysis
Many footbridges have natural frequencies that coincide with the dominant frequencies of the pedestrian-induced load and therefore they have a potential to suffer excessive vibrations under dynamic loads induced by pedestrians. Some of the design standards introduce load models for pedestrian loads applicable for simple structures. Load modeling for more complex structures, on the other hand, i...
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ژورنال
عنوان ژورنال: Shock and Vibration
سال: 2019
ISSN: 1070-9622,1875-9203
DOI: 10.1155/2019/2606395