Experimental Study of Bridge Monitoring Technique

• Published in: Journal of structural engineering (New York, N.Y.) N.Y.), 1990-09, Vol.116 (9), p.2532-2549
• Main Authors: Mazurek, David F, DeWolf, John T
• Format: Article
• Language: English
• Subjects: Applied sciences; Bridges; Buildings. Public works; Exact sciences and technology; TECHNICAL PAPERS
• ISSN: 0733-9445; 1943-541X
• DOI: 10.1061/(ASCE)0733-9445(1990)116:9(2532)

Laboratory model tests were conducted to examine the feasibility of detecting structural deterioration in highway bridges by vibrational signature analysis. The model is a two-span aluminum plate-girder bridge that permits vibrations to be induced using vehicular excitation. The ambient vibration method was used to obtain vibrational signature elements. Data was processed both by curve fitting and by using a more automatable analytical approach. Using low-mass vehicular excitation, ambient vibration results compare well with conventional modal analyses for resonant frequencies and mode shapes, but damping is overestimated. Roadway roughness and vehicle velocity do not influence resonant frequencies or mode shapes, although variable mass can have a significant impact on resonant frequencies. Vehicular mass influences on mode shapes appear to be minimal. Major structural degradation can cause significant changes to both resonant frequencies and mode shapes. Degradation is detectable using a readily automatable analytical approach. Preliminary full-scale tests suggest that vibrational signatures are obtainable in the field using the same methodology employed in the laboratory.