IWSHM-2010
Описание
This paper presents the results of a series of harmonically forced tests carried out on an existing reinforced concrete single-span bridge under increasing levels of damage. Variation of the modal parameters are documented and discussed. Changes in modal curvature of lower modes are used to locate the damage.
Содержание
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Регламенты
25 декабря 2013
09 января 2014
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