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Annoying vibrations caused by occupant walking is an important serviceability problem for long-span floors.
An analytical solution for the structural serviceability problem of concrete creep response is developed herein.
Floor vibrations caused by people walking are an important serviceability problem both for human occupants and vibration-sensitive equipment.
The excessive lateral sway motion caused by crowd walking across the infamous Millennium Bridge in London is the prime example of the vibration serviceability problem of footbridges.
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Some footbridges are so slender that pedestrian traffic can cause excessive vibrations and serviceability problems.
Serviceability problems (e.g. cracking) may, however, arise in the long term.
Ignoring the effect of negative skin friction in the design of piles leads to structural, and serviceability problems.
Floor vibration serviceability problems can exist for floors constructed from low mass-to-stiffness engineered-wood products.
Critical combinations of panel geometry, material properties, and reinforcement details can lead to long-term serviceability problems (Young et al. 2012; Wenzlick 2008).
Externally post-tensioned steel tendons have long been an attractive option for increasing the design loads or correcting strength and serviceability problems in bridge and building structures.
The increasing number of reported vibration serviceability problems in newly built pedestrian structures, such as footbridges and floors, under walking load has attracted considerable attention in the civil engineering community over the past two decades.
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