Abstract: A damage identification procedure for Euler-Bernoulli beams under static loads is proposed. Use is made of an integral formulation for the static problem of damaged Euler-Bernoulli beams. This formulation originates from ...

Abstract: The dynamic response of a small-scale bridge model under a moving mass is investigated. The analysis is based on the continuous Euler–Bernoulli beam theory. By expanding the unknown structural response in a series of the ...