Monitoring the dynamic characteristics of an urban bridge before, during and after widening

Abstract

The dynamic characteristics of a multi-span pre-stressed concrete urban bridge before, during and after widening operations have been studied. The widening operations have been carried out by adding two new bridges on the either sides of the old bridge. The decks of the new bridges have been structurally separated from the old one by two longitudinal joints on the either side of the old bridge. The dynamic characteristics have been extracted from operational modal tests in three phases during different stages of the widening operations. The dynamic interaction between the new parts and the old part of the bridge has also been investigated. The results show that after the completion of the widening works, and when the whole bridge was placed in service condition, this interaction affects the natural frequencies of almost all the vibration modes of the bridge. It was also found that the longitudinal joints were unable to effectively isolate the new parts from the old part. Finally, in order to achieve a consistent behaviour in the first bending mode of the new and old bridges, a geometrical index has been introduced. This index includes both the effects of stiffness and mass properties of the bridge deck. In widening projects, where the span lengths, material properties and support conditions of the two bridges are taken the same, adopting equal geometrical indices leads to almost equal values of the natural frequencies and similar mode shapes in the first bending mode. The proposed index can be used in the initial design stage for such projects.

A Simple Conceptual Model for Estimating the First Bending Natural Frequency of Bridge Superstructures

“…Another application for the abovementioned approximate formulae is bridge widening. Maadani et al [26] investigated a special bridge-widening case study in which the new superstructures have been constructed close to the existing superstructure with no structural connection along the longitudinal joint. is joint is usually sealed and covered by a continuous pavement over the two parts.…”

“…As a result, not only the standard design specifications should be satisfied for the widened bridge, but also the dynamical response of the whole bridge and associated dynamic properties of the new bridge should be close to those of the existing bridge. Maadani et al [26] investigated this point by applying several ambient vibration tests on a bridge-widening project.…”

“…As noted above, a special case of bridge-widening project has been examined by the abovementioned index and fully described with verification by dynamic tests (see [26]). Validation of the content has been fully obtained in the abovementioned paper.…”

Nondestructive Testing of the Miter Gates Using Various Measurement Methods

“…This property is often the basis of engineering evaluations regarding damages and their origin. Studies in [12][13][14][15][16][17][18][19][20] have specified some methods used for the detection of structural damages based on dynamic parameters. In addition, other nondestructive methods are known, such as inter alia model-based calculations and optimization data-driven algorithms [21,22], or mechanical wave propagation records [23,24].…”