Bakalis, A.; Makarios, T.; Lekidis, V. The “M and P” Technique for Damage Identification in Reinforced Concrete Bridges. Infrastructures2024, 9, 18.
Bakalis, A.; Makarios, T.; Lekidis, V. The “M and P” Technique for Damage Identification in Reinforced Concrete Bridges. Infrastructures 2024, 9, 18.
Bakalis, A.; Makarios, T.; Lekidis, V. The “M and P” Technique for Damage Identification in Reinforced Concrete Bridges. Infrastructures2024, 9, 18.
Bakalis, A.; Makarios, T.; Lekidis, V. The “M and P” Technique for Damage Identification in Reinforced Concrete Bridges. Infrastructures 2024, 9, 18.
Abstract
The seismic damage in reinforced concrete bridges is identified in this study using the "M and P" hybrid technique initially developed for planar frames. The proposed methodology involves a series of pushover and instantaneous modal analyses with a progressively increasing target deck displacement along the longitudinal direction of the bridge. From the results of these analyses, the diagram of the instantaneous eigenfrequency of the bridge, ranging from the health state to near collapse, is plotted against the inelastic seismic deck displacement. By pre-determining the eigen-frequency of an existing bridge along its longitudinal direction through "monitoring and frequency identification", the target deck displacement corresponding to the damage state can directly be found from this diagram. Subsequently, the damage can be identified by examining the results of the pushover analysis at the step where the target deck displacement is indicated. The effectiveness of this proposed technique is evaluated in the context of multiple span bridges with unequal pier heights, illustrated through an example of a four-span bridge. The findings demonstrate that the damage potential in bridge piers can be successfully identified by combining the results of a monitoring process and pushover analysis.
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