Development of Virtual Load Rating Method for Taxiway Bridge under Aircraft Taxiing
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-019-1912-2.pdf
Reference34 articles.
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3. Cardini, A. J. and DeWolf, J. T. (2009). “Long-term structural health monitoring of a multi-girder steel composite bridge using strain data.” Structural Health Monitoring, Vol. 8, No. 1, pp. 47–58, DOI: https://doi.org/10.1177/1475921708094789 .
4. Esfandiari, A., Bakhthiari-Nejad, F., Rahai, A., and Sanayei, M. (2009). “Structural model updating using frequency response function and quasi-linear sensitivity equation.” Journal of Sound and Vibration, Vol. 331, No. 8, pp. 1961–1961, DOI: https://doi.org/10.1016/j.jsv.2011.11.008 .
5. Esfandiari, A., Rahai, A., Sanayei, M., and Bakhtiari-Nejad, F. (2016). “Model updating of a concrete beam with extensive distributed damage using experimental frequency response function.” Journal of Bridge Engineering, ASCE, Vol. 21, No. 4, DOI: https://doi.org/10.1061/(ASCE)BE.1943-5592.0000855 .
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