Abstract
A time-frequency tool based on wavelet analysis is employed to investigate the dynamic responses of concentrically-braced frames tested in shake table tests. Damage in the form of brace yielding and buckling is detected by comparing table and roof accelerations using wavelet analysis. This comparison is carried out by examining frequency-banded wavelet coefficients of the ground motion and elastic/inelastic frame response, and by evaluating the corresponding energy contributions of the different frequency bands.
| Original language | English |
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| Title of host publication | Proceedings of the 5th International Conference on Behaviour of Steel Structures in Seismic Areas - Stessa 2006 |
| Pages | 511-517 |
| Number of pages | 7 |
| Publication status | Published - 2006 |
| Externally published | Yes |
| Event | 5th International Conference on Behaviour of Steel Structures in Seismic Areas - Stessa 2006 - Yokohama, Japan Duration: 14 Aug 2006 → 17 Aug 2006 |
Publication series
| Name | Proceedings of the 5th International Conference on Behaviour of Steel Structures in Seismic Areas - Stessa 2006 |
|---|
Conference
| Conference | 5th International Conference on Behaviour of Steel Structures in Seismic Areas - Stessa 2006 |
|---|---|
| Country/Territory | Japan |
| City | Yokohama |
| Period | 14/08/06 → 17/08/06 |
UN SDGs
This output contributes to the following UN Sustainable Development Goals (SDGs)
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SDG 11 Sustainable Cities and Communities
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