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Conventional algorithms for damage identification are effective in detecting local damage such as cracks. On the other hand, they are not directly applicable in identifying overall change in structural behavior. Considering that many structures show overall degradation without local cracks, alternative methods of identifying change in structural behavior are of great need. In this paper, we present...
The construction of segmental bridges often shows unexpected deflections, mainly due to the complex time-dependent behavior of concrete. The control of excessive deflections is important for the successful completion of their construction. It is difficult to accurately predict these deflections purely by conventional numerical simulations, and often the preferred method is field calibration. The quality...
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