Damage identification of a 3D full scale steel?concrete composite structure with partial-strength joints at different pseudo-dynamic load levels.

Partial-strength composite steel?concrete moment-resisting (MR) frame structures represent an open research field in seismic design from both a theoretical and an experimental standpoint. Among experimental techniques, vibration testing is a well-known and powerful technique for damage detection, lo...

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發表在:Earthquake engineering & structural dynamics. 38, 10 (2009).
主要作者: Molinari, M.
格式: Article
語言:English
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