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Probabilistic sensitivity studies on modal properties and response of occupied pedestrian bridge

By: Angitha Vijayan.
Contributor(s): Nimmy, Mariam Abraham.
Publisher: Chennai CSIR 2021Edition: Vol.48(3), Aug-Sep.Description: 207-214p.Subject(s): Civil Engineering In: Journal of structural engineering (JOSE)Summary: The enthusiastic behavior of people on structures can cause synchronized rhythmic movements which may lead to resonance between forcing frequency and one or more natural frequencies of the structure. Such a human-structure synchronization results in strong vibrations that affect structural stability and create discomfort among people. The Indian codes and standards do not consider crowd-structure interaction (CSI), resulting in an unreliable vibration assessment of structures. The present work investigates the effect of CSI on the dynamic behavior of pedestrian bridges in the vertical direction...
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The enthusiastic behavior of people on structures can cause synchronized rhythmic movements which may lead to resonance between forcing frequency and one or more natural frequencies of the structure. Such a human-structure synchronization results in strong vibrations that affect structural stability and create discomfort among people. The Indian codes and standards do not consider crowd-structure interaction (CSI), resulting in an unreliable vibration assessment of structures. The present work investigates the effect of CSI on the dynamic behavior of pedestrian bridges in the vertical direction...

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